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INTACH SCHEDULE OF RATES
PREFACE
The Indian National Trust for Art and Cultural Heritage has prepared the integrated schedule of rates focusing both heritage conservation as well as renovation works. This is an important initiative with the aim to provide guidance to various stakeholders and ease the cost estimation in field of building conservation.
The document includes schedule of rates supported with rate analysis of each item and market quotations.
Where traditional materials and traditional techniques are followed for preparation of Rate Analysis for Restoration Works, modern materials and techniques are also considered if found compatible with Heritage Buildings and included in the Schedule of Rates
Rate Analysis has been prepared based on method proposed in Rate Analysis of Delhi Schedule of Rates, Rajasthan Basic Schedule of Rates and from the experiences of INTACH, Contractor and ASI Engineer. The team of conservators, engineer’s having experiences in field of building conservation assessed the market rate by approaching the vendor’s personally or on phone/mail, receiving quotations, price lists etc. to the maximum possible extent. The present basic rates of material/ equipments/ labor etc. have been procured either from DSR 2014 or from market.
The team tried to include all types of lime works in Mortars, Concrete, Plastering, Stone works, Water Proofing and Repair works in the items of SOR.
Since Traditional Construction Techniques consume more time and materials compare to Modern Techniques, 20 to 50 % of more quantity is considered for labor and wastage calculation depends upon the work.
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JANUARY 2016
S No Name Of Sub Head Page No
INTRODUCTION ON CONSERVATION WORKS
BASIC RATES BR-1 to BR-30.1 Hire Charges of Plants BR-10.2 Labour BR-10.3 Material BR-10.4 Carriage Codes BR-30.5 DSR Items BR-3
SCHEDULE OF RATES SOR-1 to SOR-10
RATE ANALYSIS1 Site Clearance 1/RA-1
TABLE OF CONTENTS
1 Site Clearance 1/RA 12 Surface Cleaning and Bonding 1-5/RA-23 Lime Mortar 1-7/RA-34 Lime Concrete 1-8/RA-45 Brick Masonry 1-9/RA-56 Stone Masonry 1-14/RA-67 Flooring 1-12/RA-78 Roofing 1-7/RA-89 Finishing 1-11/RA-9
10 Stone Lining and Other Works 1-20/RA-1011 Treatment of Cracks 1-2/RA-1112 Dismantling and Demolishing 1-2/RA-1213 Wood Repair Works 1-2/RA-1314 Water Proofing Works 1-3/RA-14
References
Annexure I: Anchor Rate ListAnnexure II: WaterProofing QuotationsAnnexure III: Lime Paint Quotations
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INTRODUCTION ABOUT THE CONSERVATION WORKS
1. What is Conservation?
Conservation is the action needed to secure the survival of our built heritage for the future. Our built heritage embraces a range of heritage structure which include buildings, gates, water bodies and sites, the fabric of which is too important for the nation, for region as well as for the community. Any wrong intervention can lead to loss of this valuable heritage forever.
2. What is built heritage?
Built Heritage refers to tangible manifestations of our history charting the human evolution. For the purpose of this document, built heritage will refer to monuments, groups of buildings and sites of heritage value, constituting the historic or built environment. This may include those buildings, artifacts, structures, areas and precincts that are of historic, aesthetic, architectural, associative or cultural significance. Various types of historic structures like Residential buildings, bungalows, houses, offices, post offices, institutional buildings, gateways, water bodies, memorials, clock towers, town halls, hospitals, library, religious structures, museums, guest houses, circuit houses, samadhis etc constitute the built heritage.
3. Understanding of items used for building conservation works
Before making any strategy it is essential to understand that conservation of historic building is different from the construction of a new structure because of different materials and construction techniques. New construction means designing and constructing a new structure with new material and construction techniques.
4. Available Schedule of Rates
All the available SOR are applicable to this modern construction referring materials and construction techniques like cement and concrete. Generally the historic buildings are constructed with porous building materials such as lime, stone, wood and mud.
Conservation professional are facing problems for preparing conservation estimates due to lack of available items in available SORs. Few items such as lime mortar, lime plastering and lime wash are included but their specifications are inappropriate.
For example Lakhori bricks are no more in use, even not manufactured anymore. For conservation purpose either these bricks are generally procured from local buildings, manufactured from local resources and their rates varies from place to place. In available SORs, the specifications related to brick masonry in lime mortar is for English brick for specified thickness.
Similarly there are numerous conservation items which are not considered in available SORs like cleaning of stones, lime plaster surfaces, algae removal, dome construction, carving on stone and
INTACH SCHEDULE OF RATES
wood, decorative lime works such frescos and stucco, lime araish works, decorative brick works, decorative tile works, inlay works, stone paneling, wooden roof construction, lime concreting, decorative lime washes etc.
Therefore INTACH is laying down detailed schedule of rates specifically for preparing estimate for any historic structure.
5. Classification of conservation works
The classification of conservation can be done in two broad categories of Maintenance works and Special Repair works.
5.1Maintenance of historic buildings: Maintenance is the continuous protective care of the fabric,contents and settingof aplace.Amaintenanceplan is themost cost‐effectiveway tokeep thehistoricbuildinginoriginalform.
5.1.1 Daily maintenance It includes daily cleaning, dust removal from the building.
5.1.2 Monthly maintenance It includes cleaning all rain water outlets, cleaning toilet outlets and gulley.
5.1.3 Quarterly maintenance It includes inspection of roofs (inside and outside) , all rain water outlets ,checking all wooden and metal structural members and all door and windows, cleaning all gutters, down pipes and rain water drains to remove fallen leaves and removing vegetation, if any
5.1.4 Annual Maintenance ,
a). Inspection-It includes detailed inspection of the roof from inside and outside, checking all roofing members, gutters and rain water pipes, checking dampness in external and internal wall surfaces should be recorded in the record book before, during and after rainy season
b). Cleaning and treatment- after rainy season affected metal and wooden members should be treated and repaired. All gutters, down pipes and rain water drains should be cleaned to remove fallen leaves and vegetation and other choking materials. In case of any roof leakage and capillary water rise, required repair should be done. Chemical and abrasive cleaning should not be done without consulting specialized conservators.
5.1.5 Maintenance every three years Inspection report- A conservation architect must make full report every three years, specially noting structural defects that should be kept under observation.
Revising the maintenance plan- maintenance plan should be revised after every inspection. It should draw attention to any problem that should be kept under observation and studied under next report
5.1.6 Maintenance record book PWD or Engineer in charge or site representative should maintain the maintenance record book of all the historic structures. It should be checked by the engineer responsible for technical care of historic structures.
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5.2Specialrepairworks
5.2.1 Preservation- Preservation means maintaining the fabric of a place in its existing state and retarding deterioration. Preservation deals directly with the cultural property. Its object is to keep it in its existing state. Repairs must be carried out when necessary to prevent further decay.
5.2.2 Conservation- means all the processes of looking after a place so as to retain its cultural significance. Conservation is the action taken to prevent decay. It embraces all acts that prolong the life of our built heritage.
5.2.3 Restoration- means returning the existing fabric of a place to a known earlier state by removing accretions or by reassembling existing components without the introduction of new material.
The object of restoration is to revive concept or legibility of the object. Restoration and re-integration of details and features occurs frequently and is based upon respect for original material, archeological evidence, original design and authentic documents. Replacement of missing or decayed parts must integrate harmoniously with the whole, but must be distinguishable on close inspection from the original so that restoration does not falsify archeological or historical evidence. In a sense cleaning of buildings is also a form of restoration, and the replacement of missing decorative elements another.
5.2.4 Reproduction- Reproduction entails copying an extant artifact, often in order to replace some missing or decayed parts, generally decorative, to maintain aesthetic harmony.7Generally reproduction is carrying out to for decayed brackets, chajjas, decorative columns etc.
5.2.5 Reconstruction- Reconstruction means returning a place to a known earlier state and is distinguished from restoration by the introduction of new material into the fabrics
5.2.6 Rehabilitation- Adaptive reuse of historic buildings- The best way of preserving a building is to keep them in use. The original use is generally best for conservation of built heritage as it requires minimum alteration. Building can be used for some modern use which will include appropriate changes in the structure such as partitioning, surface finishing, providing new flooring and ceiling, upgrading existing services such as providing air conditioning, electrical fittings, toilets and other requirements.
6. Conservation Principle and Approach
The primary aim of preservation and conservation is to maintain the historical authenticity and integrity of the cultural heritage with prolonging its life. Each intervention should therefore be based on proper studies and assessments. Problems should be solved according to relevant conditions and needs with due respect for the aesthetic and historical values, and the physical integrity of the historic structure or site.
Following are the broadly laid conservation principles for executing work in any built heritage:
i. The removal of historic materials or alteration of features and spaces that characterize the property shall be avoided.
ii. Conservation work should be carried out in such a way that it can be reversed at some future time, without any significant damage having been done.
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iii. Changes that create a false sense of historical development, such as adding hypothetical features or architectural elements from other buildings, shall not be undertaken.
iv. Additions and alterations to a historic place which, over time, have become character-defining elements in their own right and contributing the integrity of the heritage should be respected and conserved.
v. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize the property shall be preserved.
vi. The new work shall always be reversible as well as differentiated from the old. Such interventions shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment.
vii. The property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building, its site and environment.
viii. Do not remove, replace, or substantially alter its intact or repairable character-defining elements.
ix. Conservation should be carried out in accordance with a conservation plan, which brings together all of the information and research necessary to guide the proposed action; ensure that what is to be conserved is properly recorded before, during and after work; make provision for recording where continued preservation is no longer possible or where loss is taking place through change or ongoing decay, and ensure that all records are retained in readily accessible archives.
x. Conservation should include effective arrangements for monitoring the condition and safety of the site and for routine maintenance and good housekeeping.
7. Material and Techniques for Conservation
Conservation of historic building is different from the modern building construction. Different construction systems and materials and their behavior make a big gap between these two. Before making any conservation proposal we should understand that strong and impermeable material is the best suited for new construction not for historic buildings. Today's belief that durability of binding material is its strength and impermeability and so porous materials like lime becomes useless in today' s context.
The shift in the choice of material seemed is very practical and logical for the modern construction and for innovative structural forms. These high-rise structures, bridges and forms could not have been built adopting lime as chief cementing material. However, the construction techniques adopted for historic structures or vernacular buildings are very different from the modern construction. Use of porous building materials such as stones and bricks for masonry construction, wood, mud and lime mortars for binding materials, makes the historic structures breathable which allow moisture to evaporate easily through the pores of its fabric. The use of cement based materials for the historic structures lead to moisture entrapment and consequent deterioration of material due to their impermeable and strong behavior. The distinctive characteristics of the primary building material, including the scale of the material unit, its texture and finish, contributed to the heritage character of a building. In Mughal buildings a brick wall, for example, the particular size of brick used and the manner in which it was laid was distinct. In early masonry buildings, a soft mortar was used, which employed a high ratio of lime. The softness of the joints ensured that the mortar was porous. This soft mortar was laid in thin joints. and the inherent color of the material also was an important characteristic. The size of the bricks contributed to the sense of scale of the wall, as did the texture of the mortar joints. When re-pointing such walls, it is important to use a mortar mix that approximates
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the original. Many contemporary mortars are harder in composition than those used historically. These should not be used in mortar repairs because this stronger material can accelerate the rate of deterioration.
For preparing conservation proposals it is required to understand the historic and traditional building materials and construction techniques which are used for the construction of the historic buildings. In the context of Northern India lime mortar is prepared with mature lime putty. methi, gur, bel , river sand and surkhi mixing is done with lime chakki. But in Rajasthan hydraulic lime and marble dust is also used for superior works. In coastal areas sea shells are the main source of lime. In Bundelkhand kankar lime which is hydraulic in nature is used in Mathura region. It is also available in Bundelkhand region. Sometimes locally available materials has been used but all samples of mortar, plaster, finishes and other materials should be tested to identify its ingredient. Sometimes it becomes very difficult to identify the organic additives such as methi, gur, dal, san, bel, etc. (varies from region to region) of any mortar sample so it is required to study available literature records and the existing tradition building construction system to identify the close approach for its ingredient.
7.1.Guidelinesforselectingmaterialforconservation
A material database must be prepared for selection of material during documentation of building.
Database should include materials used in the structures, available-locally and regional markets and if these materials are not available in this area other resources should be identified.
Identifying historic material proportions and properties which is identified in labs and visual inspection and preparing a list on material needed, their properties and quantities.
Selecting appropriate material from the database prepared during the documentation work having similar properties as historic material having.
In case of mortar plaster, preparing samples as per historic proportions and testing it on similar surfaces. After getting desired results using it conservation works.
Properties to be checked for selection of appropriate material for conservation:
a) Strength of the material in comparison to historic material or required material
b) Color of the material should match with the historic material
c) Cement or other inappropriate material should not be used for any conservation works.
d) Workability, consistency, plasticity, setting time and kind of setting should be checked before using it on historic structure
e) In selection of material Standards should also be referred for their properties, which it should possess.
7.2TechnicalGuidelinesformaterialconservation
1. It is required to identifying the source of material for conservation. After testing of the materials their original resource should be identified and procure for conservation. If original material is found not available, material similar to original in terms of chemical properties, color, texture and other required material qualities or the closest options should be identified.
2. Use of modern materials and techniques should always be the second option. Traditional techniques and materials are preferred for the conservation of significant fabric. In some
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circumstances modern techniques and materials which offer substantial conservation benefits may be found appropriate. Such modern substitutes should be considered only after their use is proven efficient and judicious, and must not compromise the integrity and continuity of local building traditions. It has experienced that for some specific items such as earthquake retrofitting, structural strengthening; water proofing etc. modern materials are more efficient. Membrane used during such process should be reversible.
3. When deterioration occurs, repair the material and any other related problems promptly to prevent further decay. Frequently, damaged materials can be patched or consolidated. In other situations, however, some portion of the material may be found beyond repair. In such a case, consider replacement. In the case of primary historic building materials, the new material should match the original. It is important, however, that the extent of replacement be minimized, because the original materials themselves contribute to the authenticity of the property as a heritage resource. Even when the replacement material exactly matches that of the original, the integrity of a heritage building is to some extent compromised when extensive amounts are removed.
4. Covering original building material with a new material is inappropriate and shall not be approved.
5. When feasible remove later covering materials such as cement plastering, inappropriate painting, etc, that obscures the original building material and have not achieved historic significance. After removal of the outer layer, original layer should be repaired as required.
6. Painting brick masonry/ stone masonry/ historic decorative works is inappropriate. It changes the character of a building and may deteriorate the original material as well as affect the sense of visual continuity among other masonry structures in the area.
7. Repair deteriorated primary building material in a manner that maintains its heritage character. Modern consolidation such as Epoxies and resins should not be used for any type of consolidation work.
8. Use the gentlest means possible to clean the surface of a primary material. Perform a test patch to determine that the cleaning method will cause no damage to the surface. Many procedures can have an unanticipated negative effect upon building materials and result in accelerated deterioration or a loss of character. Harsh cleaning methods, such as sandblasting, damage the weather-protective glaze on brick and change its historic appearance. Such procedures should be avoided. When cleaning is an appropriate treatment, a low pressure water wash is preferred. Chemical cleaning also may be considered if a test patch is first reviewed.
9. Replacement of original materials should be avoided. If not feasible new material shall match the original in composition, scale and finish. Replace only the amount required. If a portion of any wooden are damaged beyond repair, then only they should be replaced, not the member. Similarly, if some bricks of any wall are so badly damaged that they must be replaced, then the new brick should match the original in size, finish and color. This is because the original material exhibits a record of the labor and craftsmanship of an earlier time and this is lost when it is replaced.
10. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old design in color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.
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8. The stages for execution of conservation works
After identifying a need of special repair works in any historic building, a conservation estimate is prepared based on measured drawings i.e. plans, elevations and condition assessment. It is sent to the requisitioning authority for administrative approval. Before incurring any liability in connection with the conservation work the following prerequisite are required to be fulfilled:
The execution of a conservation project has three stages viz. the pre-conservation stage, the execution state and post execution stage. The following activities are involved in these stages:
8.1PreConservation
8.1.1 Documentation
Documentation is the information or evidence of a particular building that serves as a record. The documentation includes the archival research, measured drawings, photographic documentation, etc.
8.1.2 Preparation of Detailed Project Report
The report will consist of architectural documentation, condition assessment and analysis supporting conservation and reuse proposals.
8.1.3 Estimation
To facilitate the preparation of conservation estimate, as also to serve as a guide in settling rates in connection with the contract agreement, a schedule on rates of each kind of proposed conservation items of work should be prepared.
Generally we do not find many conservation items in the SOR, then it is required to maintain and prepare a list of required materials, their local, regional, state and national resources, their current market rates, rates for skilled and unskilled labors. This is further workout considering required time period, labor and material cost, hidden expenses, contractors profit and service charges etc. for doing rate analysis.
For few items such as jaalis, carving etc it is not logical to code any rate. It should be work on site after consulting skilled craftsmen who can carry out that specific work. Rate of intricate works should be based on actual bills of consumed materials, labor cost, equipments cost and other hidden cost. Or their rate analysis should be done on site while execution of work, their work record sheets should be filled by the site supervisor showing all required information.
a) Preliminary conservation estimates
A preliminary conservation estimate should be prepared based on the actual quantification of defects.
The conservation estimates needs to include following items:
1) Cost for storage of materials which needs special care such as quick lime, hydrated lime, timber, chemicals and mix mortars
2) Cost of constructing lime slaking tanks, working platforms and storage for lime putty
3) Testing such as for lime mortar and lime plaster in patches on the site
4) Sample testing of historic materials such as lime mortar, lime plaster etc.
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5) Cost of post conservation works such as curing, ramming and protecting lime works till the time it sets, depends on the site conditions and the type of work.
b) Provision of contingencies
Any building conservation project comprises scope of various uncertainties unlike modern constructions. Following are the suggested percentage to be included in the estimates:
1) Estimated cost upto 20 lacs 5-7%
2) Estimated cost upto 20 to 50 lacs 8-10%
3) Estimated cost more than 50 lacs 10-13%
c) Preparation of detailed schedule of works
The detailed estimate should invariably contain the following information:
1) Detailed specifications of all items of work and their numbers and their rates
2) Detailed working drawings
3) Area statement of the structure showing following details: o Plinth area o Floor area, for all floors separately o Ceiling area, floor wise o Terrace area o External wall surface area including plain wall surface and decorative wall surface
area o Internal wall surface area including plain wall surface and decorative wall surface
area
4) The process of specified items of works
5) A statement of revision of estimates
d) Revision of estimates
As measured quantities and identified conservation items of work are based on the visual inspection, this may increased or decreased after opening the building. An extra hidden conservation cost, which further depends upon the scale of the project and present status of the historic structure. A provision should be mentioned in the detailed estimates for hidden conservation items of work which is also not possible to predict while doing visual inspection of the historic structure. It can be analyzed or can be seen only after opening the building and its required structural members during execution of work. For examples the present status of foundation can be analyzed only after excavating the earth similarly for the roof. So it is required to mention that X % of cost of the project may increase while doing the work for which revised quantities and estimates will be submitted as revised estimates while execution of the work. (ref appendix 8, CPWD work manual)
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8.1.4. Tendering
a) Pre - qualifications and short listing of conservation contractors
Contractor's profiles and applications should be invited for the conservation work and following criteria should be considered for their selection.
Experience: Contractor who has experience of supervising conservation projects before. Supervision experience of three years must be required.
Assessing quality of work: The quality of previous works of the contractors should be analyzed before short listing of the contractors.
Infrastructure: The contractor should have supporting infrastructures such as scaffoldings, grouting machines, and lime mortar machine, water spray machines, tools used for conservation works etc.
In-house team: The contractor should have in-house skilled labors, masons craftsmen, supervisors and technician. He/ she should also appoint a conservation architect or a well qualified civil engineer or an experienced architect on site to supervise the work full time.
b) Call of tender and pre-bid conference
A tender document should be prepared mentioning the required qualifications of the contractors and the nature of the work. Only those contractors should be invited for the work who have experience in conservation or who have done conservation work before.
c) Decision of tender and award of the work
The tender should be awarded to a contractor who has fulfilled above mentioned eligibility criteria.
8.2.Execution
8.2.1 Supervision
Supervision should be done by trained civil engineer/ architect/ conservation architect. Work should be monitored by experienced conservation architect.
8.2.2 Process Documentation
The process of the work should be recorded daily on the site by the site supervisor.
1. Filling work record sheets should be filled on site.
2. Photographic documentation during the execution of the work.
8.2.3 Delivery of Project
A monitoring program to be organized by third party before final handover of the project:
o The monitoring program should identify defective work. o The schedule for date of completion of different phases will be checked. o Specifications of works to be verified with respect to completed work on site. o The monitoring program should also include photo documentation.
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o Unforeseen impact on heritage after completion to be identified
The contractor may be given extension of 15 days for resolving all the identified defects and issues.
8.3PostExecution
8.3.1 After care works After care work includes curing and caring of lime works and other works under supervision of the contractor.
8.3.2 Preparing maintenance plan A maintenance plan should be prepared for six months which will include special care of new works.
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CodeNo Description Unit RateRs.DSR0002 HirechargesofConcreteMixer0.25to0.40cumwithHopper day 800.00DSR0003 HirechargesofDieselRoadRoller‐8to10tonne Day 1,500.00DSR0006 Spraymachine day 250.00DSR0013 Machineforrubbingoffloors day 350.00DSR0037 Mobilecrane day 7,000.00DSR0080 Hireandrunningchargesofdrillmachineupto400mmdia day 7,500.00MRate PressurePump day 1,000.00MRate day 800.00
CodeNo Description Unit RateRs.DSR0100 Bandhani day 363.00DSR0101 Bhisti day 363.00DSR0102 Blacksmith1stClass day 435.00DSR0111 carpenter day 435.00DSR0113 Chowkidar day 329.00DSR0114 Beldar day 329.00DSR0115 Coolie day 329.00DSR 0123 Mason 1st class day 435 00
TheratesoflabourareasperDSR2014andprevailingmarketrates0.2LABOUR
BASICRATES
0.1HIRECHARGESOFPLANTSTheratesofMachineryareasperDSR2014andprevailingmarketrates
DSR0123 Mason1stclass day 435.00DSR0124 Mason(bricklayer)2ndclass day 399.00DSR0125 Mason(forplainstonework)2ndclass day 399.00DSR0126 Mason(forornamentalstonework)1stclass day 435.00
DSR0126ExtralabourforornamentalfinishMason(forornamentalstonework)1stclass
day 435.00
DSR0127 Driver(forRoadRoller,ConcreteMixerTrucketc.) day 435.00DSR0128 Mate day 363.00DSR0131 Painter day 399.00DSR0139 SkilledBeldar(forfloorrubbingetc.) day 363.00DSR0155 Mason(Average) day 417.00MRate Conservator day 1,650.00MRate DesignerforArts day 1,000.00
CodeNo Description Unit RateRs.DSR0286 BrickAggregate50mm Cum 600.00DSR0287 BrickAggregate40mm Cum 600.00DSR0293 StoneAggregate40mm Cum 1,050.00DSR0295 StoneAggregate(Singlesize):20mmnominalsize Cum 1,175.00DSR0297 StoneAggregate(Singlesize):10mmnominalsize Cum 1,175.00DSR0305 BambooBattens25mm2.5Mlong Score 350.00DSR0308 Bhusa Quintal 500.00DSR0362 BrickBats Cum 500.00DSR0367 PortlandCement tonne 6,300.00DSR0373 CrampGunmetal25x6x300mm Each 80.00DSR0771 KeroseneOil Lit 48.00DSR0773 Unslakedlime Quintal 300.00DSR0784 Marbledust Cum 1,000.00
0.3MATERIALTheratesofMaterialsandmachineryareasperDSR2014andprevailingmarketrates
BR‐1
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DSR0806Readymixedpinkorgreyprimeronwoodwork(hardandsoftwood)havingVOCcontentlessthan50grams/litre
lit 125.00
DSR0811 Mud(dry) Cum 65.00DSR0859 Oiltypewoodpreservative lit 150.00DSR0874 Blackcolourdarkshadepigment Kg 55.00DSR0875 Redoxide Cum 75.00DSR0982 coarsesandzoneIII Cum 1,200.00DSR0983 FineSandzoneIV Cum 700.00DSR1002 Mildsteelroundbar12mmdiaandbelow quintal 4,500.00DSR1007 Structuralsteelsuchastees,angleschannelsandR.S.joists quintal 4,636.00DSR1010 MildSteelPlates Quintal 4,500.00DSR1024 Galvanisedsteelbolts&nuts Exch 12.00DSR1189 Secondclassteakwoodinscantling 1cum 66,000.00DSR1154 Throughandbondstone 100nos 1,300.00DSR1157 Stoneformasonrywork Cum 900.00DSR1159 Stonedust Cum 1,100.00DSR1160 Redsandstoneblock 10cudm 65.00DSR1161 Whitesandstoneblock 10cudm 70.00DSR1163 Whitesandstoneslab75mmthick(un‐dressed) Sqm 350.00DSR1164 Redsandstoneslab40mmthick(Un‐dressed) Sqm 180.00DSR1165 Whitesandstoneslab40mmthick(Un‐dressed) Sqm 200.00DSR1166 Redsandstoneslab30mmthick(Indressed) Sqm 200.00DSR1168 Kotastoneslab20mmto25mmthick(semi‐polished) Sqm 300.00DSR1169 Kotastoneslab25mmthick(roughchiseled) Sqm 290.00DSR1174 Redsandstoneslab45mmto50mmthick(un‐dressed) Sqm 175.00DSR1175 Whitesandstoneslab45mmto50mmthick(un‐dressed) Sqm 220.00DSR 1182 Surkhi Cum 700 00DSR1182 Surkhi Cum 700.00DSR1219 wirenails Kg 65.00DSR1220 wiremesh Sqm 45.00DSR1235 Dieseloil lit 55.49DSR1237 Cuttingsandstoneslabupto50mmthickbymechanicaldevice m 10.00
DSR1984 CommonburntclayF.P.S.(nonmodular)ofbricksclassdesignation10 1000nos. 5,200.00
DSR2602 CommonburntclayF.P.S.(nonmodular)ofbricksclassdesignation7.5 1000Nos 4,500.00
DSR2750 8mmthickRajNagarwhite(mirrorpolishedofallshades) Sqm 700.00DSR6001 WhitemarbleslabMakranasecondqualityplainveined18mmthick Sqm 2,000.00DSR6007 Pinkmarbleslabplain18mmthick Sqm 800.00DSR6010 Udaypurgreenmarbleslabplain18mmthick Sqm 800.00DSR6019 BlackZebramarbleslabplain18mmthick Sqm 500.00DSR7071 WhitemarbleRajNagarplain18mmthickupto0.50sqmarea Sqm 800.00DSR7266 Pressedclaytiles20mmthick250x250mmsize 1000Nos. 12,150.00DSR7296 Graniteofanycolour,30mmthick(slabareaupto0.50sqm) Sqm 2,300.00
DSR7453Rajnagarplainwhitemarble(tablerubbedandpolished)18mmthick(slabareamorethan0.50sqm)
Sqm 750.00
DSR7767 StonecleaningchemicalapprovedbyASI Lit 165.00DSR7768 WaterrepallentchemicalapprovedbyASI Lit 1,587.00DSR7769 StonesurfacestrengtheningchemicalapprovedbyASI Lit 1,020.00DSR7850 AgariaWhitemarbleslabplain18mmthick Sqm 1,100.00DSR8666 Stainlesssteelscrews25mmx4mm 100nos 35.00
DSR8737Stainlesssteelwireguage(Grade‐304)aperture1.4mmand0.50mmdiawire
Sqm 840.00
DSR9999 Sundries L.S 1.78MRate Lateritestone Sqm 1,050.00MRate HeritageFloorTile Sqm 2,044.40MRate HeritageSkirtingTile Sqm 1,614.00MRate Brickaggregate25mm Cum 500.00MRate Brickaggregate20mm Cum 550.00
BR‐2
INTACH SCHEDULE OF RATES JANUARY 2016
MRate Washingsoap Kg 125.00MRate Alum Kg 75.00MRate FuelCostforrunningthemiller lit 60.00MRate 5%crudeoilbyweightoflime Kg 100.00MRate BondingAgent(NitobondSBR) Lit 400.00MRate Polimer Lit 1,000.00MRate GroutingMachine day 1,000.00MRate Stonecuttermachine day 650.00MRate Runningcostforupkeepofmortarmill day 800.00MRate Tilesaveragesizeof200mmx125mmx6mm 1000nos 3,000.00MRate BambooBattens25mm3.3Mlong No 462.00MRate Rope Kg 50.00MRate Bricks No 7.00MRate TraditionalBricks No 12.00MRate Microsand Kg 5.00MRate BurntEarthernPot No 12.00MRate Bondstoneofsize450x200x50 No 150.00MRate NonIonicSoap Lit 150.00MRate Limestoneofsize15"x9"x7" No 34.00
CodeNo Description Unit RateRs.DSR2201 Carriageofbricks L.S 284.39DSR2202 Carriageofstoneaggregate Cum 106.64DSR2203 CarriageofcoarsesandzoneIII Cum 106.64DSR 2205 Carriage of steels tone 94 80
0.4CARRIAGECODES
DSR2205 Carriageofsteels tone 94.80DSR2206 Carriageofstoneaggregate40mmnominalsizeandabove Cum 115.92DSR2207 Carriageofbricktiles 1000Nos 170.63DSR2208 Carriageoflime Cum 106.64DSR2209 Carriageofcement tonne 94.80DSR2215 CarriageofSolingstone&masonrystone Cum 125.47DSR2216 Carriageofstoneblockswhite&redsandstone&kotastoneslab tonne 94.80DSR2260 CarriageofBrickAggregates Cum 115.92DSR2261 CarriageoffinesandzoneIV Cum 106.64DSR2264 Carriageofrubbish Cum 106.64DSR2266 Carriageofsurkhi cum 106.64DSR2267 Carriageofsanddust Cum 106.64DSR2268 Carriageofmarbledustand/ormarblechips cum 106.64DSR2342 CarriageofSolvent/Diesel. Quintal 10.66
CodeNo Description Unit RateRs.
DSR5.9.9.Centeringandshutteringincludingstrutting,proppingetc.andremovalofformforArches,domes,vaultsupto6mspan.
Sqm 1,006.65
DSR3.8 CementMortar1:3(1Cement:3CoarseSand) Cum 4,347.70DSR3.18 MudMortar Cum 366.20
DSR15.1Demolishinglimeconcretemanually/bymechanicalmeansanddisposalofmaterialwithin50metresleadasperdirectionofEngineerin‐charge.
Cum 281.45
DSR15.26Demolishingbricktilecoveringinterracingincludingstackingofserviceablematerialanddisposalofunserviceablematerialwithin50metreslead.
Sqm 36.95
DSR18.78Makingchasesupto7.5x7.5cminwallsincludingmakinggoodandfinishingwithmatchingsurfaceafterhousingG.I.pipeetc
m 77.65
0.5DSRITEMS
BR‐3
INTACH SCHEDULE OF RATES JANUARY 2016
S NO Description of Items Unit Rate in Rs
1.1
Clearance of debris around the heritage building by excavation upto depth 1.50mtr to
2.00 mtr carefully without damaging the buried architectural parts of the building and
collect all the intact parts at proper place for reuse at the time of restoration work as per
direction of Engineer incharge.
All kinds of soil Cum 481.46
1.2 Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead. Cum 410.73
2.1
Removing of old sulphated lime wash/white or colour wash in multiple applications
without causing damage to the below stone/brick/plastered surface. Scrubbing (not by
scraping which leaves surfaces scarred and scratched ) with bristle brushes and hot
water ( Care to be taken if the surface is weak one it will break down). Hot water should
be used if the limewash has an oil or tallow binder. Gentle cleaning with air abrasive
tools can be used if the wall surface is not very week.The final clean will almost
invariably have to be carried out by hand scrubbing and rinsed with clean water on
completion. The work should be done under supervision of a trained conservator.
Sqm 466.68
2.2Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants
from steel sections/stone surface using Micro sand with the help of pressure pump. Sqm 309.93
2.3
Removal of stains, dirt, blackening and other contaminants from Marble by using the
solution of Non Ionic soap diluted with water . The soap solution should be mild and the
recommeded PH Value is 7.
Sqm 144.56
2 4
Removing white or color wash by scrapping and sand papering without causing damage
to the below stone/brick/plastered surface and preparing the surface smooth including Sqm 28 69
INTACH SOR
1. SITE CLEARANCE
2. SURFACE CLEANING AND BONDING
2.4 to the below stone/brick/plastered surface.and preparing the surface smooth including
necessary repairs to scratches etc. complete.
Sqm 28.69
2.5
Manually removal of vegetation (major trees, climbing plants, creepers) from walls,
columns, arches, floor etc in a skilled and careful manner, using appropriate tools and
means and without causing any damage to the adjoining parts, including carrying and
stacking the dismantled materials including lift/lower upto 11mtrs and lead upto 50 mtrs
as directed by the engineer or architect in charge. The exposed surfaces will be coated
with a paste made from ammonium sulphamate crystals or with "Tree killer" available in
market. In this condition the root system may be left to absorb and die. Large sections of
dead wood must not be left within the core. As they decay they will remove support and
create voids and weaknesses in the wall. Pull off a well‐established mat of vegetation
must be resisted. Tamping, grouting, pointing and resetting of brick / stones especially
on wall top, must all be anticipated as remedial work.
Sqm 1,079.15
2.6
Sterilizing treatment using Biocide: Masonry covered with algae, lichen, mosses, small
plants, etc should be removed with knife blades, spatula and stiff bristle or soft wire
brushes. Spray diluted solution of quaternary ammonium based biocide on surface of the
masonry with out allowing to spray drift. Leave the treated area for at least one week
than brush off as much dead growth as possible. Next again spray a solution of a
proprietary biocide and incorporating tribute tin oxide in same manner and clean the
surface.
Sqm 673.52
2.7Steam cleaning of stone claddded surface covered with algae, lichen, mosses etc using
steam boiler. (example: kärcher steam jet) .Sqm 193.85
2.8
Claypack (Fuller's earth) method for cleaning of marble surfaces. The method involves
using mild suitable chemicals mixed to fuller's earth. The clay is then applied on the
surface with a soft cloth followed by covering the surface with layer of muslin cloth. This
layer of cloth is then applied with second layer of clay and left to dry. The layer should
take atleast 4 to 7 days time to properly absorb the pollutants before it get dried. The
dried and flaking clay will be cleaned with water. (Note: the minimum thickness of clay
will be 2mm; the process might not work during peak hot season due to fast drying up of
clay.)
2.8.1 From Plain Marble Work Sqm 891.98
2.8.2 From Relief Marble Work with help of thin brushes and dental tools Sqm 1,733.61
2.9 Cleaning of Araish work without wall/border painting
2.9.1 Cleaning smog, black soot, etc with help of Di‐ionized soap or suitable solvent Sqm 348.61
SOR‐1
INTACH SCHEDULE OF RATES JANUARY 2016
2.9.2 Cleaning of enamel/modern/synthetic paint with help of suitable chemical Sqm 240.23
2.9.3 Cleaning lime by mechanical means Sqm 2,617.23
3.1 Lime Mortar 1:1 ( 1 Slaked lime :1 fine sand) Cum 7,448.89
3.2 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand) Cum 7,209.03
3.3 Lime mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 Coarse sand) Cum 6,088.63
3.4 Lime Mortar 1:2 ( 1 Slaked lime: 2 Surkhi) Cum 5,809.72
3.5 Lime Mortar 1:2 ( 1 Slaked lime: 2 Coarse Sand) Cum 6,326.13
3.6 Lime Mortar 1:2 ( 1 Slaked lime: 2 Fine sand) Cum 7,745.50
3.7 Lime Mortar 1:2 ( 1 Slaked lime: 1 Surkhi: 2 Coarse sand) Cum 6,054.27
3.8 Lime Mortar 1:2 ( 1 Slaked lime: 2 Marble dust) Cum 5,669.40
3.9 Composite Lime Mortar 3:4: 8( 3 Slaked lime :4 coarse sand: 8 surkhi) Cum 5,313.31
3.9.1 Composite mix with cement 8:1(8 Khafgi: 1cement) Cum 7,744.46
3.10 Lime Mortar 1:3:6 ( 1 Slaked lime: 3Surkhi:6 Coarse Sand) Cum 5,413.22
3.11 Mud Mortar 1:3:1 ( 1 Slake Lime : 3 Mortar:1 Coarse sand Sand) Cum 4,397.17
3.12 Mud Mortar Cum 838.30
Construct two tanks at ground level. One for slaking of lime and other for storage of slaked lime. Slake the lime in the
tank mixing it with water. Water should be sufficiently more and above the lime. Mix and stir with wooden solid pole
for three days under the supervision of conservation Architect. Sieve the sand passing through 4.75mm sieve set. Take
one part of slaked lime in a container and 3 parts of sieved sand in the same size container Place these materials in a
lime mortar miller Grind the mix for a 12 to 15 minutes Remove the mix from the miller and stack it in a storage tank
for maturity period of 4 to 5 days.
A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such as salt and oranic
matter. The aggregates should be well graded sand typically has grain sizes between 4mm and 0.125mm, with the
largest proportion of grains at the mid‐point sieve fractions.
4. LIME CONCRETE
3.0 LIME MORTAR
Preparation of Lime Mortar 1:3 (1 Lime: 3 Sand)
4.1Providing and laying lime concrete in footings and bases excluding cost of centring and
shuttering
4.1.1With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty
:1 surkhi : 1 fine sandCum 7,285.11
4.1.2With graded stone aggregate 40mm nominal size and mortar comprising of 1 lime putty
:1 surkhi : 1 coarse sandCum 6,552.51
4.1.3With graded stone aggregate 20mm nominal size and mortar comprising of 1 Slaked
lime :3 surkhi : 6 coarse sandCum 10,244.62
4.2
Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and
50% mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of
centring and shuttering
Cum 11,964.98
4.3
50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm
average thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 Slaked
lime: 2 Surkhi) rammed and finished with lime putty complete
Sqm 894.33
4.4
Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1
Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri
treatment excluding cost of centring and shuttering (Thickness 100mm)
Sqm 823.57
4.5
Providing and laying lime concrete with broken brick aggregate and 50% lime mortar
1:1:1 ( 1 Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri
treatment excluding cost of centring and shuttering (Thickness 100mm)
Sqm 1,097.53
4.6
Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime
mortar 1:2 (1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment
complete including rounding of junctions with parpaet wall complete
Cum 9,186.44
4.7
Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar
1:3:6 (1lime putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri
treatment
Cum 8,956.17
4.8Plinth Area Protection using Lime concrete and brick tiles around the building to prevent
entry of water by dampness and capilarry risesqm 3,454.52
4.9Lime concrete with 12 mm nominal size brick aggregate and 50% lime mortar 1:2 (1
slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatmentCum 9,147.70
4. LIME CONCRETE
SOR‐2
INTACH SCHEDULE OF RATES JANUARY 2016
5.1Traditional brick masonry in nanakshahi or lakhori bricks in lime mortar in proportion
similar to the existing traditional lime mortar 1:1:1 (lime :1 surkhi: 1 finesand) Cum 23,462.55
5.2Traditional Brick work in plain arches in lime mortar 1:1:1 (1 lime : 1 coarse sand:
1surkhi).Cum 28,294.03
5.3Traditional Brick work in gauged arches in lime mortar 1:1:1 (1 lime : 1 coarse sand:
1surkhi).Cum 29,570.48
Brick work with bricks of class designation 7.5 in foundation and plinth in
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Brick work with bricks of class designation 7.5 in superstructure up to two level
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
5.6 Extra for brick in Square or rectangular pillars Cum 557.96
5.7Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1
lime putty:1 surkhi:1 fine sand)Cum 874.44
5.8
Brick work in plain arches including centering and shuttering complete for span up to 6
metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).
Cum 9,992.30
5.9
Brick work in gauged arches including centering and shuttering complete for span up to 6
metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand).
Cum 11,911.00
5.10Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in superstructure in lime mortar 1:3 (1 lime putty : 3 coarse sand).Cum 11,825.84
5 11
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including Cum 14 029 39
Cum
Brick Tile Work
Regular Bricks
7,440.15
5.4
5.5
Cum 6,550.70
5. BRICK MASONRY
Traditional Bricks
5.11 designation 10 in plain arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including
centering and shuttering complete
Cum 14,029.39
5.12
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in gauged arch work in lime mortar 1:3 (1 lime : 3 coarse sand) including
centering and shuttering complete
Cum 14,628.33
5.13Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile
bricks of class designation 10 in lime mortar 1:3 (1 lime : 3 coarse sand)Sqm 618.38
5.14Extra for brick work/tile brick masonry in superstructure above height 15m by
mechanical means.Cum 289.04
5.15 Extra for half brick masonry in superstructure above height 15m by mechanical means. Cum 25.60
5.16
Exposed brick work in nanakshahi or lakhori bricks including making horizontal and
vertical grooves 10mm wide 12mm deep complete in lime mortar in proportion similar
to the existing traditional lime mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)
5.16.1 From ground level upto plinth level Cum 10,626.47
5.16.2 From plinth level upto height 15m Cum 11,058.28
5.17
Exposed brick work with bricks of class designation 7.5 including making horizontal and
vertical grooves 10mm wide 12mm deep complete in lime mortar in proportion similar
to the existing traditional lime mortar 1:1:1 (1 lime: 1 surkhi : 1 finesand)
5.17.1 From ground level upto plinth level Cum 6,966.01
5.17.2 From plinth level upto height 15m Cum 6,513.83
6.1
Random rubble masonry with hard stones in foundation and plinth including levelling
with lime concete (1 lime:3surkhi:6 coarse sand) with 40mm stone aggregate upto plinth
level with lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Cum 6,224.01
6.2
Random rubble masonry with hard stones in superstructure including levelling with lime
concete (1 lime:3surkhi:6coarse sand) with 40mm stone aggregate upto plinth level with
lime mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Cum 7,158.59
Random Rubble Masonry
Others
6. STONE MASONRY
SOR‐3
INTACH SCHEDULE OF RATES JANUARY 2016
6.3
Coursed rubble masonry in first sort with hard stones in foundation and plinth
including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:
1Surkhi:1course sand)
Cum 6,128.05
6.4
Coursed rubble masonry in second sort with hard stones in foundation and plinth
including levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1
surkhi:1 fine sand)
Cum 5,778.76
6.5Coursed rubble masonry with hard stone (first or second sort) in superstructure above
plinth level and upto two floor level
6.5.1 Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,946.64
6.5.2 Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand) Cum 6,597.66
6.6
Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1
surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigmen
matching the stoneshade.
6.6.1 One face dressed
6.6.1.1 Red sand stone Cum 31,133.76
6.6.1.2 White sand stone Cum 31,797.51
6.6.2 Both face dressed
6.6.2.1 Red sand stone Cum 97,092.28
6.6.2.2 White sand stone Cum 64,878.52
6.7
Stone work plain ashlar in arches in super structure in lime mortar 1:3 (1 lime : 3 coarse
sand) including centring, shuttering and pointing with lime mortar and an admixture of
pigment matching the stone shade
6.7.1 One face dressed
6.7.1.1 Red sand stone Cum 36,395.95
6.7.1.2 White sand stone Cum 37,170.08
6.7.2 Both face dressed
6 7 2 1 Red sand stone Cum 45 114 72
Coursed Rubble Masonry
Ashlar Masonry
6.7.2.1 Red sand stone Cum 45,114.72
6.7.2.2 White sand stone Cum 46,195.64
6.8
Stone work plain ashlar in domes in lime mortar 1:3 (1 lime : 3 coarse sand) including
centring, shuttering and pointing with lime mortar and an admixture of pigment
matching the stone shade.
6.8.1 One face dressed
6.8.1.1 Red sand stone Cum 53,793.05
6.8.1.2 White sand stone Cum 54,567.19
6.8.2 Both face dressed
6.8.2.1 Red sand stone Cum 76,258.32
6.8.2.2 White sand stone Cum 77,032.46
6.9Extra for stone work, random rubble/coursed rubble masonry/ashlar masonry above
height 15m.Cum 764.27
6.10
Lime Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1
lime:1 surkhi:1 coarse sand) including pointing with lime mortar and an admixture of
pigment matching the stoneshade.
Cum 35,250.42
6.11Stone consolidation‐removing the loose/damaged stone and reconsolidating with new
stone/reusable stone with lime mortar(1:3) wherever ncessaryCum 5,706.50
7.1
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved
by conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime
:1 surkhi:1 coarse sand) laid and jointed , including rubbing and polishing complete with
7.1.1 Makrana white second quality Sqm 3,440.74
7.1.2 Raj Nagar plain Sqm 1,837.87
7.1.3 Agaria White Sqm 2,232.56
7.1.4 Black zebra Sqm 1,437.15
7.1.5 Udaipur green marble Sqm 1,837.87
7.1.6 Pink plain marble Sqm 1,837.87
Stone Flooring
7. FLOORING
SOR‐4
INTACH SCHEDULE OF RATES JANUARY 2016
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime
slurry mixed with pigment to match the shade of the slab, including rubbing and
polishing complete with base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)
25mm thick
7.3
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm
(average) thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime
slurry mixed with pigment to match the shade of the slabs, including rubbing and
polishing complete.
Sqm 1,316.43
7.4
Laterite stone flooring with 18 mm thick Laterite stone as per sample of Laterite
approved by Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:4 (1
lime : 4 coarse sand) laid and jointed withlime slurry including rubbing and polishing
complete with :
Sqm 2,295.39
7.540 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar
1:3 (1 lime: 3coarse sand) with joints finished flush.
7.5.1 Red sand stone Sqm 705.43
7.5.2 White sand stone Sqm 730.99
7.6
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar
1:3 ( 1lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust)
with an admixture of pigment to match the shade of stone.
Sqm
7.6.1 Red sand stone 827.32
7.6.2 White sand stone 852.87
7.740 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar
1:1:1 (1 lime: 1 surkhi:1coarse sand) with joints finished flush.
7.7.1 Red sand stone Sqm 698.54
7.7.2 White sand stone Sqm 724.09
40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:3 (1
lime :3 coarse sand) with joints 3 mm thick side buttered with lime mortar 1:2 (1 lime : 2
7.2 Sqm 1,209.76
7.8lime :3 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2
stone dust) admixed with pigment to match the shade of stone and pointing with same
mortar
Sqm
7.8.1 Red sand stone 893.54
7.8.2 White sand stone 919.09
7.9
40mm thick red oxide flooring under layer 0f 30mm thick cement concrete
1:2:4(1cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and top
layer of 10mm thick plaster of cement red oxide mix( using 3.5 kg of red oxide of iron per
50 kg of cement) 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat
cement red oxide mix of same proportion including cement slurry, rounding off egdes,
strips, etc but excluding the cost of nosing of steps. complete
Sqm 591.84
Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse
sand) finished with a floating coat of neat cement including rounding of junctions with
floor.
18mm thick
7.11
Laying lime flooring‐Providing and laying lime concrete(1 lime:3 coarse sand) up to
100mm thickness tamping and compacting properly which is follwed by laying of Lime
mortar 1:3 up to a thickness of 20mm.Rework on it to get desired smooth surface
Sqm 1,963.67
7.12Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime: 3coarse
sand) with joints finished flush.Sqm 3,192.47
7.13Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:3 (1 lime:
3coarse sand) with joints finished flush.Sqm 2,642.86
7.14
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm lime mortar
1:1:1 (1 lime: 1 surkhi: 1 coarse sand), including filling the joints with same mortar, with
common burnt clay non modular bricks:
Sqm 780.37
7.15
70mm thk Rajula stone (lime stone) slab flooring over 20 mm (average) thick base laid
over and jointed with lime slurry mixed with pigment to match the shade of the slab,
including rubbing and polishing complete with base of lime mortar 1:1:1 (1 lime : 1 surkhi
: 1 coarse sand)
Sqm 987.18
8.1
Providing and laying flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1
lime: 2 fine sand) mixed with 5% crude oil by weight of lime, over 12mm layer of lime
mortar 1:2 (1 lime: 2 fine sand)
Sqm 624.66
Sqm7.10 661.05
8. ROOFING
SOR‐5
INTACH SCHEDULE OF RATES JANUARY 2016
8.2
Removing brick tiles from 50 to 6cm thick lime terrace and relaying an average thickness
7.5cm laid to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1
Lime putty:2 Surkhi) rammed and finished with gur and belgiri treatment complete and
covered with brick tiles of class designation 100 to 50 mm thick red sand stone grouted
with lime mortar 1:3(1 Lime: 3 Fine sand) with 5% crude oil by weight of lime over 20mm
layer of lime mortar 1:3 (1 lime : 3 fine sand)
Sqm 749.74
8.3Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved
size and as per approved pattern on bamboo frame work completeSqm 1,546.35
8.4Construction of Jack arched roof using Rolled steel joists, fired clay bricks with Kafgi mix
recommended by by UNESCOSqm 10,108.03
8.5
Providing Lime stone slab for roofing and laying them in Lime mortar 1:3 over wooden
karries or R.C.C. battens or structural steel sections (karries or battens or structural steel
sections to be separetely), including pointing the ceiling joints with lime mortar 1:3
complete:
Sqm 794.42
8.6
Roofing with pot‐Providing and laying burnt earthen pots over and between lime
concrete/mud mortar using pots of max dia 150mm to 200 mm and pack the gaps
between pots with Lime Mortar (1:3)
Sqm 1,143.27
8.7
Providing and Making Gola (batta) in lime concrete using 50% lime surkhi / sand mortar
1:2 with 12mm brick aggregate, along joints of wall and terrace finished with lime surkhi
mortar 1:2 plaster with gur, gugal, methi etc as per traditional practice in concave
/approved shape of (size 75mmx75mm)
Sqm 257.53
8.8
Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete
1:3:6 (1 Slaked lime :3 surkhi : 6 coarse sand) with graded stone aggregate 20mm
nominal size over PVC sheet 1m x 1m x 400 micron, finished with 12mm lime plaster 1:3
(1 Slaked lime : 3 Coarse sand), rounding the edges and making and finishing the outlet
complete.
Each 391.92
Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles
8.9
or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope,
relaying mud plaster gobri leaping and tiles or bricks, grouted in lime mortar 1:3 (1 lime :
3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal
of unserviceable material to the dumping ground (the cost of the new tiles or brick
excluded) within 50 metres lead.
Sqm 468.68
8.10
Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an
average thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50%
lime mortar 1:2 (lime putty : 2surkhi) rammed and finished with gur and belgiri
treatment complete and covered with flat brick tiles of class designation 100 or 50mm
thick red sand stone grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with 5% of
crude oil by weight of lime, over 12mm layer of lime mortar 1:3(1lime:2 fine sand)
Sqm 1,729.25
8.11
Replacing sand stone slabs in roofing, laid in lime mortar 1:3 (1 lime :34 coarse sand),
including necessary repairs and lime pointing with same mortar complete, including
disposal of rubbish to dumping ground within 50 metres of lead :
8.11.1 Red/ white sand stone slabs 30 to 50 mm thick Sqm 965.76
8.11.2 Granite /Marble stone slabs Sqm 3,267.56
9.1 Lime plaster 1:2 (1 Slaked lime : 2 Coarse sand)
9.1.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,423.25
9.1.2 15mm thick‐ single coat Sqm 1,379.16
9.1.3 12mm thick‐ single coat Sqm 1,352.71
9.2 Lime plaster 1:1:1 (1 lime putty : 1 surkhi: 1 finesand)
9.2.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,447.86
9.2.2 15mm thick‐ single coat Sqm 1,391.34
9.2.3 12mm thick‐ single coat Sqm 1,362.45
Preparation of Lime Plaster
Preparation of surface
Mix lime mortar to the lime water which is to be applied with natural additives like jaggery, soapnut, bhel fruit, etc
depends upon the region
9. FINISHING
Wet the surface. Remove all the dust particles .Apply lime plaster up to required thickness . Rework on the plaster to
SOR‐6
INTACH SCHEDULE OF RATES JANUARY 2016
9.3 Lime plaster 1:2:1 (1 lime putty : 2 Coarse sand:1 surkhi)
9.3.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,415.67
9.3.2 15mm thick‐ single coat Sqm 1,373.48
9.3.3 12mm thick‐ single coat Sqm 1,348.16
9.4 Lime Plaster 1:2 (1 lime : 2 surkhi)
9.4.1 20mm thick in two coarses. First coat will be in 12mm and second coat will be in 8 mm. Sqm 1,408.85
9.4.2 15mm thick sqm 1,363.30
9.4.3 12mm thick Sqm 1,340.02
9.530‐40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1
Surkhi :1 Coarse Sand) and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand)Sqm 2,241.04
9.6Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed
by grinding to fine paste for smooth finishsqm 425.85
9.7Plastering of the dome in lime mortar 1:1:1(1 Lime:1 surkhi:1 coarse sand) of 100mm
thicknessSqm 1,652.69
9.8 Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand) Sqm 1,369.48
9.9Making cornice band with ornamental design as per the conservation Architect's design
with lime plaster (1lime:3 finesand)
9.9.1 Size 150mm wide and 50mm average thick M 756.57
9.9.2 Size 100mm wide and 50mm average thick M 610.30
9.9.3 Size 50mm wide and 50mm average thick M 512.79
9.10Repairing ornamental plaster works to match with the existing design using lime plaster
(1lime putty:1surkhi)Sqm 3,458.87
9.11
Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the
mortar should be prepared by grinding mill only. The thickness varies from 10mm to
100mm as per design
Sqm 2,798.49
Ornamental Plaster work
100mm as per design.
9.12 Recessed lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)
9.12.1 In stonework Sqm 227.27
9.12.2 In Brickwork Sqm 194.64
9.13Flush / Ruled/Struck or Weatheredd lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine
sand)
9.13.1 In stonework 302.81
9.13.2 In Brickwork 201.15
9.14Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1Brick jeera)Sqm 411.29
9.15Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1 Surkhi)Sqm 337.52
9.16
Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and
under, including cutting the patch in proper shape, raking out joints and preparing and
plastering the surface of the walls complete, preparation of mortar by traditional
practice (by hand grinder) in 3 course & loi, tamping, beating, till the shrinkage cracks are
disappear disposal of rubbish to the dumping ground within 50 metres lead with lime
moratr 1:2 (1 lime: 2 surkhi)
Sqm 1,105.92
10.1
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing
filled with a grout of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand)
including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixtureof pigment
matching the stone shade : (To be secured to the backing and the sides by means of
cramps and pins which shall be paid for separately) :
Red sand stone ‐ exposed face fine dressed with rough backing.
10.1.1 70 mm thick Sqm 3,063.27
10.1.2 60 mm thick Sqm 2,938.69
10.1.3 50 mm thick Sqm 2,753.69
10.1.4 40 mm thick Sqm 2,498.96
10.1.5 30 mm thick Sqm 2,394.95
Plaster Repair
Lime Pointing
10. STONE WORKS
Wall Lining works
SOR‐7
INTACH SCHEDULE OF RATES JANUARY 2016
10.2 Red sand stone ‐ Exposed face machine cut and table rubbed with rough backing
10.2.1 70 mm thick Sqm 4,149.10
10.2.2 60 mm thick Sqm 3,972.72
10.2.3 50 mm thick Sqm 3,835.63
10.2.4 40 mm thick Sqm 3,636.51
10.2.5 30 mm thick Sqm 3,511.82
10.3 White sand stone ‐ exposed face fine dressed with rough backing .
10.3.1 70 mm thick Sqm 3,307.62
10.3.2 60 mm thick Sqm 3,144.18
10.3.3 50 mm thick Sqm 3,024.99
10.3.4 40 mm thick Sqm 2,868.98
10.3.5 30 mm thick Sqm 2,736.55
10.4 White sand stone ‐ Exposed face machine cut and table rubbed with rough backing
10.4.1 70 mm thick Sqm 4,192.95
10.4.2 60 mm thick Sqm 4,046.05
10.4.3 50 mm thick Sqm 3,907.41
10.4.4 40 mm thick Sqm 3,754.31
10.4.5 30 mm thick Sqm 3,621.88
10.5 25mm thick Kota stone slabs exposed face dressed and rubbed Sqm 1,800.61
10.6
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining
(veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3
(1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white
cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be
secured to the backing by means of cramps, which shall be paid for separately).
Sqm 3,055.95
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding
over dome (veneer work), backing filled with a grout of average 20 mm thick in lime
10.7 mortar 1:3 (1 lime : 3 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2
marble dust) with an admixture of pigment to match the marble shade (To be secured to
the backing by means of cramps, which shall be paid for separately).
Sqm 3,667.43
10.8
Providing and fixing stainless steel cramps of required size and shape for anchoring stone
wall lining to the backing or securing adjacent stones in stone wall lining in lime mortar
1:2 (1lime : 2 coarse sand), including making the necessary chases in stone and holes in
walls wherever required
Kg 680.16
10.9Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design
in lime mortar 1:2 (1 lime : 2 coarse sand), including making the necessary chases.Each 41.34
10.10
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones
in stone wall lining in lime mortar 1:2 (1lime : 2coarse sand), including making the
necessary chases.
Each 34.92
10.11
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including
providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars
7.5 cm long 6 mm dia as per design
Each 4,760.99
10.12
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the
wall as measured along the slope in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand) with
12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on
and including with bricks cove in lime mortar 1:1:1 (1 lime : 1Surkhi:1 Fine sand),
including pointing in lime mortar 1:2 (1 lime cement : 2 stone dust) with an admixture of
pigment matching the stone shade
Sqm
10.12.1 Red sand stone
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,881.05
10.12.2 White sand stone
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1,912.99
10.13
Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide
projection in lime mortar 1:3 (1 lime : 3 coarse sand) including pointing in lime mortar
1:2 (1 lime cement : 2 stone dust) with an admixture of pigment matching the stone
shade
10.13.1 Red Sand stone Sqm 1,247.49
10.13.2 White Sand stone Sqm 1,344.83
Sunshade, Brackets and others
SOR‐8
INTACH SCHEDULE OF RATES JANUARY 2016
10.1430 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets,
fixed in walls with lime mortar 1:3 (1 lime : 3coarse sand), including finishing complete2,251.30
10.15
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm
thick in lime mortar 1:6 (1 lime : 6 coarse sand), including pointing with lime mortar 1:2
(1 lime : 2 stone dust) with an admixture of pigment matching the stone shade
10.15.1 Red Sand stone Cum 51,883.29
10.15.2 White Sand stone Cum 53,173.39
10.16
Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:3 (1 lime : 3
coarse sand), including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an
admixture of pigment, matching the stone shade, jali slab without any chamfers etc
10.16.1 Red Sand stone Sqm 16,013.23
10.16.2 White Sand stone Sqm 16,129.93
10.17Sandstone flooring as a plinth protection around the building using sand stone of
50mm thick & 1:1:1 lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.
10.17.1 Red Sand stone Sqm 848.54
10.17.2 White Sand stone Sqm 906.03
11.1
Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry
work including scrapping of loose jointing material from cracks. The inner side to be
filled/pointed with polymer mixed lime mortar with wooden trowel and fixing grouting
nipple from outer side as directed by Architect. Then apply polymer based lime mortar
by injection grouting through 5mm diameter nozzle through the pre fix nipple up to total
thickness of existing stone wall and removing the PVC nipple pipe, lime moratr of mix
lime & sand 1:1 mix with polymer using katha or other additives to achieve require
M 72.21
11. CRACK REPAIRS AND STRUCTURAL STRENGTHENING
matching colour and including cost of all materials, labour, machinery, equipment, curing
and cleaning the site as directed.
11.2
Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along
the joints of brick work with hooks/nails etc. complete so as to receiving the plastering
work over chicken mesh as per the direction of Engineer‐in‐charge.
sqm 1,187.56
11.3
Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless
steel rods of 90cms length of which 15cm on either side and cold bending at 90degrees.
The stainless steel clamps to be fixed perpendicular to the crack by drilling in stone and
fixing with cement and aradite mixture in such a way that the entire length of the rod is
in complete contact of the stone and the bent ends are fully inserted in the cracked
stone. Use 316 grade stainless steel charge per hole.steel rod charges are counted per
kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per requirement of position.
No 203.49
11.4
Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing,
grooving the brick masonry and inserting the stone lintel. All around the stone, lime
mortar should be properly packed .
No 259.94
11.5Propping with steel to support the leaned structure ( roof and wall) using pipes,
channels, angles, girders , wooden wages to prevent further leaning/ collapseSqm 1,059.06
12.1Dismantling tile work in floors and roofs laid in lime mortar including stacking material
within 50 metres lead For thickness of tiles .
12.1.1 For thickness of tiles 10 mm to 25 mm. Sqm 44.22
12.1.2 For thickness of tiles above 25 mm and up to 40 mm. Sqm 69.64
Careful removal of existing deteriorated/ damaged/ weathered lime plaster without
damaging the suurface below it. Caution: Workers have to wear helmet,safety belt and
safety gloves
Methodology: i. Erect scaffolding enabling the safe platform to work ii. Use precise tools
like scalpe etc, to remove the plaster iii. Take precaution such that surface below the
plaster is not damaged.
12.2 Sqm 90.73
12.DISMANTLING AND DEMOLISHING
SOR‐9
INTACH SCHEDULE OF RATES JANUARY 2016
12.3
Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar
very slowly and carfully with scooping rods, then washing complete with hand spray
pump. Preparing the surface for replastering including disposal of rubbish with 250m
lead
Sqm 129.85
12.4Dismantling stone slab flooring laid in lime mortar including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.Sqm 117.56
13.1 Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts No 440.52
13.2Reinforcing timber beams with flitch plates that is sandwiched between to increase the
sstrenght of beamsm 1,432.59
13.3Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of
the beamm 1,236.90
13.4
Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the
work needs to completed in similar application and then smoothen and finished as per
the Engineer incharge.
Sqm 1,122.88
14.1
Removing existing water proofing treatment followed by crack repairs and surface
cleaning and laying APP (Atactic Polypropylene Polymer) water proofing treatment with
bituminous primer over existing terracing with following specifications:
14.1.1
Removing the present treatment of waterproofing System (if any) given on the terraces
and reach the sound surface below the present waterproofing system and cleaning the
surface to reach the sound surface, remove all loose material with the help of tools and
tackles from the surface and as well as from the hair line cracks & wide cracks if any.
Sqm 128.11
14.1.2Surface Repair: In case of pot holes/cracks, the same shall be repaired with epoxy
grouting system, Epoxy Mortar or Latex.Sqm 376.45
14. WATERPROOFING WORKS
13. WOOD REPAIR WORKS
14.1.3
Starting at low point from the roof, unroll the APP membrane 3mm (Non Woven
Polyester of 160 gsm) (50 kgs)( 1 Mtr X 10 Mtr) roll once the priming coat is dried. Align
the roll correctly and RE‐ roll it half in alignment befor torching. Avoid shifting of the
membrane while torching. Use gas burner to heats substrate and underside to softening
points. When the embossing disappears, roll forward and press firmly against substrate
to bond from the Lowe end toward and press firmly against substrate to bond from the
lower end towards the higher end. Ensure sufficient bleed on side and end over laps.
Once the half of the roll is torched properly to the substraste, unroll the balance roll and
repeat the process.
Sqm 425.93
14.2
Providing protective coating of water repellent siloxane (transparent in color) through
brush or spray untill complete impregnation over completely cleaned and dried stone or
plastered surface to reduce the absorption of water.
Sqm 239.83
14.3
Providing post dated Damp Proof Course (DPC) by raking out mortar from brickwork
atleast 75mm deep from both faces of wall at plinth height. The cavities formed must be
cleaned by flushing with clean water. The clean surface with open cavities are next
treated with limewater to attempt to consolidate the friable areas. The consolidation
treatment is followed by pressure grouting with a line of close‐spaced drilling (average
150mm centres) to be made and silicone solutions in solvent and the siliconate/latex
mixture are pumped in under pressure.
M 1,562.14
SOR‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
1.1
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 cum
DSR 0114 Beldar Day 6.50 329.00 2,138.50
DSR 0115 Coolie day 4.50 329.00 1,480.50
DSR 0101 Bhisti day 0.40 363.00 145.20
DSR 0113 Chowkidar day 0.01 329.00 2.63
Tools and Tackles L.S 25.00 1.78 44.50
DSR 9999 Sundries L.S 2.73 1.78 4.86
Additional for sorting of
serviceable and stacking Material
DSR 0115 Coolie day 1.00 329.00 329.00
4,145.19
41.45
4,186.64
Add CPOH @ 15% 628.00
4,814.64
481.46
1.2
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum
LABOUR
DSR 0114 Beldar Day 0.25 329.00 82.25
DSR 0115 Coolie day 0.75 329.00 246.75
DSR 9999 Sundries L.S 13.83 1.78 24.62
Total 353.62
3.54
Total 357.15
Add CPOH @ 15% 53.57
410.73
Cost of 10 Cum
Cost of 1 Cum
Add extra for sorting lifting & stacking charges for architectural parts up to 50m lead.
Add water charges 1%
Cost of 1 Cum
1.0 SITE CLEARANCE
Total
LABOUR
Total
Clearance of debris around the heritage building by excavation upto depth 1.50mtr to 2.00 mtr
carefully without damaging the buried architectural parts of the building and collect all the intact
parts at proper place for reuse at the time of restoration work as per direction of Engineer incharge.
Add water charges 1%
1/RA‐1
INTACH SCHEDULE OF RATES
JANUARY 2016
2.1
Code Description Unit Quantity Rate Amount
DSR 0771 Fuel for hot water lit 15.00 48.00 720.00
M Rate Conservator day 0.05 1,650.00 82.50
DSR 0124 Mason day 0.75 399.00 299.25
DSR 0114 Beldar day 8.50 329.00 2,796.50
DSR 0128 Mate day 0.06 363.00 21.78
DSR 9999 Sundries LS 55.00 1.78 97.90
Total 4,017.93
40.18
Total 4,058.11
Add CPOH @ 15% 608.72
4,666.83
466.68
2 2
2.0 SURFACE CLEANING
Removing of old sulphated lime wash/white or colour wash in multiple applications without causing
damage to the below stone/brick/plastered surface. Scrubbing (not by scraping which leaves
surfaces scarred and scratched ) with bristle brushes and hot water ( Care to be taken if the surface
is weak one it will break down). Hot water should be used if the limewash has an oil or tallow
binder. Gentle cleaning with air abrasive tools can be used if the wall surface is not very week.The
final clean will almost invariably have to be carried out by hand scrubbing and rinsed with clean
water on completion. The work should be done under supervision of a trained conservator.
Details of cost for 10 Sqm
Add water charges 1%
Cost of 10 Sqm
Cost of 1 Sqm
Removal of rust, existing coatings, mill scale, dirt, oil, grease, and other contaminants from steel 2.2
Code Description Unit Quantity Rate Amount
MATERIAL
M Rate Micro Sand Kg 10.00 5.00 50.00
M Rate Pressure Pump Day 0.05 1,000.00 50.00
LABOUR
DSR 0124 Mason (brick layer) 2nd class day 0.05 399.00 19.95
DSR 0114 Beldar day 0.25 329.00 82.25
DSR 0128 Mate day 0.08 363.00 29.04
DSR 9999 Sundries LS 20.00 1.78 35.60
Total 266.84
2.67
Total 269.51
Add CPOH @ 15% 40.43
309.93
2.3
Code Description Unit Quantity Rate Amount
MATERIAL
M Rate Non Ionic Soap Solution Lit 0.05 150.00 7.50
LABOUR
DSR 0124 Mason day 0.05 399.00 19.95
DSR 0114 Beldar day 0.10 329.00 32.90
DSR 0128 Mate day 0.09 363.00 32.67
DSR 9999 Sundries including consumables LS 15.00 1.78 26.70
, g g , , , , g ,
sections/stone surface using Micro sand with the help of pressure pump.
Details of cost for 1 Sqm
Add water charges 1%
Cost of 1 Sqm
Removal of stains, dirt, blackening and other contaminants from Marble by using the solution of
Non Ionic soap diluted with water . The soap solution should be mild and the recommeded PH
Value is 7.
Details of cost for 1 Sqm
1/RA‐2
INTACH SCHEDULE OF RATES
JANUARY 2016
Total 119.72
5.99
Total 125.71
Add CPOH @ 15% 18.86
144.56
2.4
Code Description Unit Quantity Rate Amount
LABOUR
M Rate Conservator day 0.05 1,650.00 82.50
DSR 0114 Beldar day 0.18 329.00 59.22
DSR 0115 Coolie day 0.08 329.00 26.32
DSR 0101 Bhisti day 0.08 363.00 29.04
DSR 9999Sundries such as sand paper and
scrapperLS 13.65 1.78 24.30
DSR 10000 Repair to scratches LS 9.10 1.78 16.20
Total 237.58
11.88
Total 249.45
Add CPOH @ 15% 37.42
Cost of 10 sqm 286.87
28.69
Add water charges 5%
Cost of 1 Sqm
Removing white or color wash by scrapping and sand papering without causing damage to the
below stone/brick/plastered surface.and preparing the surface smooth including necessary repairs
to scratches etc. complete.
Details of cost for 10 Sqm
Add water charges 5%
Cost of 1 Sqm
2.5
Code Description Unit Quantity Rate Amount
MATERIAL
Ammonium sulphamate lit 10 198.00 1,980.00
DSR 0983 Sand for repair cum 1.5 700.00 1,050.00
DSR 0773 Lime for repair quintal 1 300.00 300.00
LABOUR 0.00
DSR 0114 Beldar Per day 10 329.00 3,290.00
DSR 0124 Mason Per day 4 399.00 1,596.00
M Rate Conservator Per day 0.5 1,650.00 825.00
Sundries L/s 250.00
9,291.00
Add for water charges 1% 92.91
9,383.91
Add for O/H and contractors profit 15% 1,407.59
For 10 each 10,791.50
Manually removal of vegetation (major trees, climbing plants, creepers) from walls, columns,
arches, floor etc in a skilled and careful manner, using appropriate tools and means and without
causing any damage to the adjoining parts, including carrying and stacking the dismantled materials
including lift/lower upto 11mtrs and lead upto 50 mtrs as directed by the engineer or architect in
charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate
crystals or with "Tree killer" available in market. In this condition the root system may be left to
absorb and die. Large sections of dead wood must not be left within the core. As they decay they
will remove support and create voids and weaknesses in the wall. But pull off a well ‐ established
mat of vegetation must be resisted. Tamping, grouting, pointing and resetting of brick / stones
especially on wall top, must all be anticipated as remedial work.
Details of cost for 10 nos
2/RA‐2
INTACH SCHEDULE OF RATES
JANUARY 2016
1,079.15
2.6
Code Description Unit Quantity Rate Amount
For 10 sqm
MATERIALBiocide lit 5 330 1650.00
DSR 0983 Sand for repair cum 1.5 700 1050.00
DSR 0773 Lime for repair quintal 1 300.00 300.00
LABOUR 0.00
M Rate Conservator Per day 0.1 1,650.00 165.00
DSR 0124 Mason Per day 2 399.00 798.00
DSR 0114 Beldar Per day 5 329.00 1645.00
DSR 0128 Mate Per day 0.25 363.00 90.75Sundries L/s 100.00
5798.75Add for water charges 1% 57.99
5856.74Add for O/H and contractors
fit15% 878.51
Cost for 1 each
Sterilizing treatment using Biocide: Masonry covered with algae, lichen, mosses etc should be
removed with knife blades, spatula and stiff bristle or soft wire brushes. Spray diluted solution of
quaternary ammonium based biocide on surface of the masonry with out allowing to spray drift.
Leave the treated area for at least one week than brush off as much dead growth as possible. Next
again spray a solution of a proprietary biocide and incorporating tribute tin oxide in same manner
and clean the surface.
Details of cost for 1 Sqm
profit
For 10 sqm 6735.25673.52
2.7
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 50 Sqm
MATERIAL:
Chemical L.S. 1,000.00
Equipment day 1.00 2,000.00 2,000.00
Professional/Senior Conservator day 2.00 2,000.00 4,000.00
DSR 0114 Beldar day 1.00 329.00 329.00
7,329.00
732.90
366.45
8,428.35
1,264.25
9,692.60
193.85
2.8
Claypack (Fuller's earth) method for cleaning of marble surfaces. The method involves using mild
suitable chemicals mixed to fuller's earth. The clay is then applied on the surface with a soft cloth
followed by covering the surface with layer of muslin cloth. This layer of cloth is then applied with
second layer of clay and left to dry. The layer should take atleast 4 to 7 days time to properly absorb
the pollutants before it get dried. The dried and flaking clay will be cleaned with water. (Note: the
minimum thickness of clay will be 2mm; the process might not work during peak hot season due to
fast drying up of clay.)
Add CPOH @ 15%
Cost of 50 Sqm
Cost of 1 Sqm
Steam cleaning of stone claddded surface covered with algae, lichen, mosses etc using steam boiler.
(example: kärcher steam jet) .
LABOUR
Total
Electricity & water Charges 5%
Total
Cost of 1 Sqm
Scaffolding/Mobile ladder (10%)
3/RA‐2
INTACH SCHEDULE OF RATES
JANUARY 2016
2.8.1
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm
MATERIAL:
Fuller's Earth (Lab Grade) kg 5.00 30.00 150.00
Chemical L.S. 1,000.00
Muslin cloth (Malmal) m 5.00 60.00 300.00
Conservator day 3.00 1,650.00 4,950.00
DSR 0114 Beldar day 3.00 329.00 987.00
7,387.00
369.35
7,756.35
1,163.45
8,919.80
891.98
2.8.2
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm
MATERIAL:
Fuller's Earth (Lab Grade) kg 8.00 15.00 120.00
Chemical L.S. 1,000.00
Muslin cloth (Malmal) sqm 50.00 80.00 4,000.00
Conservator day 5.00 1,650.00 8,250.00
DSR 0114 B ld d 3 00 329 00 987 00
Cost of 10 Sqm
Cost of 1 Sqm
From Relief Marble Work with help of thin brushes and dental tools
LABOUR
From Plain Marble Work
LABOUR
Total
Add extra T & P, Scaffolding & water Charges 5%
Total
Add CPOH @ 15%
DSR 0114 Beldar day 3.00 329.00 987.00
14,357.00
717.85
15,074.85
2,261.23
17,336.08
1,733.61
2.9
2.9.1
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm
MATERIAL:
Di‐ionized soap or suitable solvent Lit 1.00 250.00 250.00
Conservator day 1.00 1,650.00 1,650.00
DSR 0114 Beldar day 3.00 329.00 987.00
2,887.00
144.35
3,031.35
454.70
3,486.05
348.61
2.9.2
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm
MATERIAL:
Cost of 1 Sqm
Cleaning of enamel/modern/synthetic paint with help of suitable chemical
LABOUR
Total
Add extra T & P, Scaffolding & water Charges 5%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Cleaning of Araish work without wall/border painting
Cleaning smog, black soot, etc with help of Di‐ionized soap or suitable solvent
Total
Add extra T & P, Scaffolding & water Charges 5%
4/RA‐2
INTACH SCHEDULE OF RATES
JANUARY 2016
Chemical with brush, gloves, mask,
etcL.S. 1,000.00
Conservator day 0.50 1,650.00 825.00
DSR 0114 Beldar day 0.50 329.00 164.50
1,989.50
99.48
2,088.98
313.35
2,402.32
240.23
2.9.3
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm
Conservator day 10.00 1,650.00 16,500.00
DSR 0114 Beldar day 10.00 329.00 3,290.00
19,790.00
2,968.50
22,758.50
3,413.78
26,172.28
2,617.23
Add extra T & P, Scaffolding & water Charges 15%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Cleaning lime by mechanical means
LABOUR
Total
LABOUR
Total
Add extra T & P, Scaffolding & water Charges 5%
Total
5/RA‐2
INTACH SCHEDULE OF RATES
JANUARY 2016
3.1
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
(0.713 cum. of lime putty = 4.5 q of
unslaked lime) 0775 ‐DAR 2007
Carriage (1 E‐ DAR 1972 pg 51 ) carriage
of lime ‐1 Quintals occupies 0.129 cum
DSR 0773 Un Slaked Lime Quintal 4.51 300.00 1,353.00
DSR 0983 Fine Sand zone(IV) cum 1.07 700.00 748.65
DSR 2261 Carriage of fine sand cum 1.07 115.92 123.98
DSR 2208Carriage of lime. 4.51q=.58 cum
unslaked limecum 0.58 106.64 61.85
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
For Slaking of lime
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 3.00 363.00 1,089.00
M Rate Running cost for upkeep of mortar mill day 1.00 800.00 800.00
M Rate Fuel cost for running the miller Lit 10.00 60.00 600.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
7,448.89
3.2
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 0983 Fine Sand zone(IV) cum 0.71 700.00 498.75
DSR 1182 Surkhi cum 0.71 700.00 498.75
3.0 LIME MORTAR
A good aggregate for a Lime Mortar should be with angular grains and free of contaminats such
as salt and oranic matter. The aggregates should be well graded sand typically has grain sizes
between 4mm and 0.125mm, with the largest proportion of grains at the mid‐point sieve fractions.
Lime Mortar 1:1 ( 1 Slaked lime :1 Fine sand)
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
Lime Mortar 1:1:1 ( 1 Slaked lime :1 surkhi:1 fine sand)
1/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 2208Carriage of lime 3.01q=.48 cum
unslaked limecum 0.39 106.64 41.41
DSR 2261 Carriage of fine sand cum 0.48 115.92 55.06
Carriage of surkhi cum 0.48 106.64 50.65
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
For Slaking of lime
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 3.00 363.00 1,089.00
M Rate Running cost for upkeep of mortar mill day 1.00 800.00 800.00
M Rate Fuel cost for running the miller Lit 10.00 60.00 600.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
7,209.03
3.3
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
Ref DAR 1972 ( E) Mortars Item No.4 Pg
53
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 0983 Coarse sand zone III cum 0.48 1,200.00 570.00
DSR 1182 Surkhi cum 0.48 700.00 332.50
DSR 2208 Carriage of lime cum 0.39 106.64 41.41
DSR 2261 Carriage of coarse sand cum 0.48 106.64 50.65
Carriage of surkhi cum 0.48 106.64 50.65
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
For Slaking of lime
DSR 0114 Beldar day 1.50 435.00 652.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 435.00 870.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
6,088.63
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
Lime Mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 course sand)
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
2/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
3.4
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 1182 Surkhi cum 0.95 700.00 665.00
DSR 2208Carriage of lime 3.01q=.39 cum
unslaked limecum 0.00 106.64 0.00
DSR 2266 Carriage of surkhi cum 0.95 106.64 101.31
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 435.00 652.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 435.00 870.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
5,809.72
3.5
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 1182 Coarse sand zone III cum 0.95 1,200.00 1,140.00
DSR 2208Carriage of lime 3.01q=.48 cum
unslaked limecum 0.39 106.64 41.41
DSR 2266 Carriage of coarse sand cum 0.95 106.64 101.31
LABOUR:
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 435.00 652.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 435.00 870.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
Lime Mortar 1:2 ( 1 Slaked lime:2 surkhi)
For Slaking of lime
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
Lime Mortar 1:2 ( 1 Slaked lime :2 coarse sand)
For measuring, carrying, depositing and mixing
For Slaking of lime
Preparation of Lime Mortar including sieving of sand
3/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
6,326.13
3.6
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 0983 Fine sand zone IV cum 1.43 700.00 997.50
DSR 2208Carriage of lime 3.01q=.48 cum
unslaked limecum 0.39 106.64 41.41
DSR 2266 Carriage of coarse sand cum 1.43 115.92 165.19
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
For Slaking of lime
DSR 0114 Beldar day 1.50 435.00 652.50
DSR 0101 Bhisti day 1.50 363.00 544.50
Preparation of Lime Mortar including
sieving of sand
DSR 0114 Beldar day 3.00 435.00 1,305.00
DSR 0101 Bhisti day 3.00 363.00 1,089.00
M Rate Running cost for upkeep of mortar mill day 1.00 800.00 800.00
M Rate Fuel cost for running the miller Lit 10.00 60.00 600.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
7,745.50
3.7
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
(0.356 cum. of lime putty = 2.3 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 2.30 300.00 690.00
DSR 1182 Surkhi cum 0.36 700.00 249.20
DSR 1182 Coarse sand zone III cum 0.71 1,200.00 854.40
DSR 2208 Carriage of lime cum 0.30 106.64 31.64
DSR 2266 Carriage of surkhi cum 0.36 106.64 37.96
DSR 2266 Carriage of coarse sand cum 0.48 106.64 50.65
LABOUR:
DSR 0114 Beldar day 0.90 435.00 391.50
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 435.00 652.50
Cost of 1 cum say
Lime Mortar 1:2 ( 1 Slaked lime:2 fine sand)
Cost of 1 cum say
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
Lime Mortar 1:1:2 ( 1 Slaked Lime: 1 Surkhi:2 Coarse sand)
For measuring, carrying, depositing and mixing
For Slaking of lime
4/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 435.00 870.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
6,054.27
3.8
Code Description Unit Quantity Rate Amount
DSR 3.15 Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 3.01 300.00 903.00
DSR 0784 Marble dust cum 0.95 1,000.00 950.00
DSR 2208 Carriage of lime cum 0.39 106.64 41.09
DSR 2268Carriage of marble dust and/or marble
chipscum 0.95 106.64 101.31
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 329.00 296.10
DSR 0101 Bhisti day 0.45 363.00 163.35
For Slaking of lime
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 329.00 658.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
5,669.40
3.9
Code Description Unit Quantity Rate Amount
DSR 3.15 Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime) i.e 0.28 cum of lime
putty is 60% of .475 cum
DSR 0773 Un Slaked Lime Quintal 1.81 300.00 541.80
DSR 0982 Coarse sand zone III cum 0.37 1,200.00 444.00
DSR 1182 Surkhi cum 0.75 700.00 525.00
DSR 2208 Carriage of lime cum 0.23 106.64 24.84
DSR 2203 Carriage of coarse sand zone III cum 0.37 106.64 39.46
DSR 2266 Carriage of surkhi cum 0.75 106.64 79.98
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Note: In conservation works fine sand passing through 600 microns should be used.Hence, 50% wastage is
considered.Preparation of fine mortar takes 1 to 1.5 hrs more than the preparation of other lime mortars which
results in more man days and use of machines.
Lime Mortar 1:2 ( 1 Slaked lime :2 Marble dust)
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Lime Mortar 3:4: 8( 3Slaked lime:4 coarse sand: 8 surkhi)
5/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 329.00 296.10
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 0114 Beldar day 2.00 329.00 658.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999Hire and running charges of mechanical
mixerL.S 26.91 1.78 47.90
DSR 9999 Sundries L.S 16.22 1.78 28.88
5,313.31
3.9.1
3.9 Khafgi mix cum 1.20 5,313.31 6,375.97
DSR 0367 Portland cement tonne 0.21 6,300.00 1,348.20
DSR 2209 Carriage of cement tonne 0.21 94.8 20.29
7,744.46
3.10
Code Description Unit Quantity Rate Amount
ISOR 2.2 Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 0.90 300.00 269.95
DSR 0983 Coarse sand zone III cum 0.85 1,200.00 1,022.40
DSR 1182 Surkhi cum 0.43 700.00 298.20
DSR 2208 Carriage of lime cum 0.12 106.64 12.38
DSR 2261 Carriage of coarse sand cum 0.85 106.64 90.86
DSR 2266 Carriage of surkhi cum 0.43 106.64 45.43
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0114 Beldar day 0.90 329.00 296.10
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0101 Bhisti day 1.50 363.00 544.50
Preparation of Lime Mortar including
sieving of sand
For Slaking of lime
Preparation of Lime Mortar including sieving of sand
Cost of 1 cum say
Composite mix (8:1) with 8 lime mortar (3 Slaked lime: 4 Coarse sand: 8 Surkhi) and 1 cement
Cost of 1 cum say
A special mix known as khafgi is applied over the jack‐arch structure to give a firm cover and good sealant against
rainwater penetration and to improve the structural and heat insulation properties of the roof. Khafgi is prepared
with 3 parts hydrated lime, 4 parts of coarse sand and 8 parts of burnt clay bricks crushed into 20mm size particles.
8 parts of the khafgi are combined with 1 part of ordinary cement. The resulting mixture is then mixed thoroughly
with water to give a workable paste that is applied over the top surface of the roof. This method is practised in
Sudan recommended by UNESCO. Source: Rural housing website
Lime Mortar 1:3:6 ( 1 slaked lime:3 surkhi:6 course sand)
For Slaking of lime
6/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0114 Beldar day 2.00 329.00 658.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate Running cost for upkeep of mortar mill day 0.50 800.00 400.00
M Rate Fuel cost for running the miller Lit 5.00 60.00 300.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
5,413.22
3.11
Code Description Unit Quantity Rate Amount
ISOR 2.2 Details of cost for 1 cum.
MATERIAL:
(0.475 cum. of lime putty = 3.01 q of
unslaked lime)
DSR 0773 Un Slaked Lime Quintal 1.80 300.00 539.90
DSR 0983 Coarse sand zone III cum 0.28 220.00 62.48
DSR 0811 Mud cum 0.85 65.00 55.38
DSR 2208 Carriage of lime cum 0.23 106.64 24.76
DSR 2261 Carriage of coarse sand cum 0.28 106.64 30.29
DSR 2266 Carriage of mud cum 0.85 106.64 90.86
LABOUR:
For measuring, carrying, depositing and
mixing
DSR 0123 Mason First class day 1.00 435.00 435.00
DSR 0114 Beldar day 0.90 329.00 296.10
DSR 0101 Bhisti day 0.45 363.00 163.35
DSR 0114 Beldar day 1.50 329.00 493.50
DSR 0114 Beldar day 2.00 329.00 658.00
DSR 0101 Bhisti day 2.00 363.00 726.00
M Rate For Mixing and Kneading the mortar day 0.50 800.00 400.00
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 9999 Sundries L.S 52.00 1.78 92.56
4,397.17
3.12
Code Description Unit Quantity Rate Amount
Details of cost for 1 cum.
MATERIAL:
DSR 0811 Mud (dry) cum 1.08 65.00 70.20
LABOUR:
DSR 0123 Mason First class day 1.00 435.00 435
DSR 0114 Beldar day 0.63 329.00 207.27
DSR 0101 Bhisti day 0.32 363.00 114.35
DSR 9999 Sundries L.S 6.45 1.78 11.48
838.30
Cost of 1 cum say
Mud Mortar
Cost of 1 cum say
Cost of 1 cum say
Mud Mortar 1:3:1( 1 Slaked lime:3 Mud:1 course sand)
For Slaking of lime
Preparation of Mud Mortar including sieving of sand
7/RA‐3
INTACH SCHEDULE OF RATES
JANUARY 2016
4.1
4.1.1
Code Description Unit Quantity Rate Amount
DSR 0293
Stone Aggregate (Single size) : 40 mm
nominal size (0.63 cum‐7.5% for voids
i.e. 0.04 = 0.56 cum)
cum 0.58 1,050.00 609.00
DSR 0295Stone Aggregate (Single size) :20 mm
nominal sizecum 0.27 1,175.00 317.25
DSR 0297Stone Aggregate (Single size) :10 mm
nominal sizecum 0.15 1,175.00 176.25
DSR 2206Carriage of stone aggregate 40 mm
nominal size and abovecum 0.58 115.92 67.23
DSR 2202Carriage of stone aggregate below 40
mm nominal size cum 0.42 106.64 44.79
3.2Lime Mortar 1Lime putty:1 surkhi: 1
Fine sandcum 0.46 7,209.03 3,316.16
DSR 0114 Beldar day 1.35 435.00 587.25
DSR 0115 Coolie day 1.17 329.00 384.93
DSR 0101 Bhisti day 1.05 363.00 381.15
DSR 0123 Mason (brick layer) 1 st class day 0.09 435.00 39.15
DSR 0125 Mason (brick layer)2nd class day 0.09 399.00 35.91
DSR 0002 Hand operated mixer/Mechanical mixer day 0.11 800.00 84.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
6,272.15
62.72
6,334.88
950.23
7,285.11
4.1.2
Code Description Unit Quantity Rate Amount
DSR 0293
Stone Aggregate (Single size) : 40 mm
nominal size (0.63 cum‐7.5% for voids
i.e. 0.04 = 0.56 cum)
cum 0.58 1,050.00 609.00
DSR 0295Stone Aggregate (Single size) :20 mm
nominal sizecum 0.22 1,175.00 258.50
DSR 0297Stone Aggregate (Single size) :10 mm
nominal sizecum 0.11 1,175.00 129.25
DSR 2206Carriage of stone aggregate 40 mm
nominal size and abovecum 0.58 115.92 67.23
DSR 2202Carriage of stone aggregate below 40
mm nominal size cum 0.33 106.64 35.19
3.3Lime Mortar 1Lime putty:1 surkhi: 1
coarse sandcum 0.46 6,088.63 2,800.77
Cost of 1 cum
With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi
: 1 coarse sand
MATERIAL:
LABOUR:
With graded stone aggregate 40mm nominal size and mortar comprising of 1 Slaked lime :1 surkhi :
1 fine sand
Total
4.0 LIME CONCRETE
Add water charges 1%
Providing and laying lime concrete excluding cost of centring and shuttering
Details of cost for 1 cum.
Details of cost for 1 cum.
MATERIAL:
Total
Add CPOH @ 15%
1/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0114 Beldar day 1.35 435.00 587.25
DSR 0115 Coolie day 1.17 329.00 384.93
DSR 0101 Bhisti day 1.05 363.00 381.15
DSR 0123 Mason (brick layer) 1 st class day 0.09 435.00 39.15
DSR 0125 Mason (brick layer)2nd class day 0.09 399.00 35.91
DSR 0002 Hand operated mixer/Mechanical mixer day 0.11 800.00 84.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
5,641.42
56.41
5,697.83
854.67
6,552.51
4.1.3
Code Description Unit Quantity Rate Amount
DSR 0295Stone Aggregate (Single size) :20 mm
nominal sizecum 0.70 1,175.00 822.50
DSR 0297Stone Aggregate (Single size) :10 mm
nominal sizecum 0.24 1,175.00 282.00
DSR 2202Carriage of stone aggregate below 40
mm nominal size cum 0.94 106.64 100.24
DSR 0982 Coarse Sand cum 0.47 1,200.00 564.00
DSR 2203 Carriage of coarse sand cum 0.47 106.64 50.12
3.10Lime Mortar 1Lime putty:3 surkhi: 6
coarse sandcum 0.46 #REF! 5,413.22
DSR 0114 Beldar day 1.35 329.00 444.15
DSR 0115 Coolie day 1.17 329.00 384.93
DSR 0101 Bhisti day 1.05 363.00 381.15
DSR 0123 Mason (brick layer) 1 st class day 0.09 435.00 39.15
DSR 0125 Mason (brick layer)2nd class day 0.09 399.00 35.91
DSR 0002 Hand operated mixer/Mechanical mixer day 0.11 800.00 84.00
DSR 9999 Scaffolding LS 114.40 1.70 194.48
DSR 9999 Sundries LS 14.30 1.70 24.31
8,820.17
88.20
8,908.37
1,336.26
10,244.62
4.2
Code Description Unit Quantity Rate Amount
Materials
Cost of 1 cum
Detail of cost for 1 cum
Providing and laying lime concrete with graded brick aggregate 50 mm nominal size and 50%
mortar comprising of 1 lime putty : 2 coarse sand rammed excluding cost of centring and
shuttering
LABOUR:
Cost of 1 cum
Add CPOH @ 15%
Add CPOH @ 15%
Total
Add water charges 1%
With graded stone aggregate 20mm nominal size and mortar comprising of 1 Slaked lime :3 surkhi
: 6 coarse sand
Total
Total
Details of cost for 1 cum.
MATERIAL:
LABOUR:
Total
Add water charges 1%
2/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
M RateCommon burnt clay F.P.S. (non
modular) of bricks class designation 10No 247.00 7.00 1,729.00
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.5 Lime mortar 1 lime putty:2 coarse sand Cum 0.50 6,326.13 3,163.06
For Breaking bricks to make 40mm and
50mm size aggregates.
DSR 0114 Beldar day 1.25 435.00 543.75
Labour for laying lime concrete
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 3.00 435.00 1,305.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 435.00 435.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.50 800.00 400.00
M Rate Washing soap Kg 12.00 125.00 1,500.00
M Rate Alum Kg 4.00 75.00 300.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
10,301.32
103.01
10,404.33
1,560.65
11,964.98
4.3
Code Description Unit Quantity Rate Amount
Detail of cost for 10 Sqm
DSR 15.1
Demolishing lime concrete manually/ by
mechanical means and disposal of
material within 50 metres lead as per
direction of Engineer in‐ charge.
Sqm 10.50 11.26 118.21
Materials
M RateCommon burnt clay F.P.S. (non
modular) of bricks class designation 10No 247.00 7.00 1,729.00
DSR 2260 Carriage of brick aggregate Cum 0.50 115.92 57.96
3.4 Lime mortar 1 Slaked lime :2 surkhi Cum 0.50 5,809.72 2,904.86
Add water charges 1%
Total
50mm lime concrete flooring laid on existing base over the damaged floor up to 40mm average
thickness, with brick aggregate size 25mm and 50% lime mortar 1:2 (1 Slaked lime: 2 Surkhi)
rammed and finished with lime putty complete
Add CPOH @ 15%
Total
Labour
Cost of 1 cum
Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in
to required sizes.
3/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
For Breaking bricks to make 25mm size
aggregates.
DSR 0114 Beldar day 1.40 329.00 460.60
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.40 800.00 320.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
7,598.01
75.98
7,673.99
1,151.10
8,943.29
894.33
4.4
Detail of cost for 10 Sqm
Materials
DSR 0362 Brick Bats Cum 0.12 500.00 60.00
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.3Lime mortar 1:1:1 (1 Slaked lime :1
surkhi:1 coarse sand)Cum 0.60 6,088.63 3,653.18
Labour
DSR 0114 Beldar day 5.50 329.00 1,809.50
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.40 800.00 320.00
DSR 9999Sundries including washing soap, Alum,
Gur, Belgiri LS 125.00 1.78 222.50
7,090.60
70.91
7,161.50
Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 ( 1 Slaked
lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment excluding cost
of centring and shuttering (Thickness 100mm)
Cost of 1 Sqm
Brick aggregates available in the market are of inferior quality. So in conservation bricks are procurred and broken in
to required sizes.
Add water charges 1%
Labour
Total
Total
Add water charges 1%
Total
Labour for laying lime concrete
Add CPOH @ 15%
Cost of 10 Sqm
Total
4/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
1,074.23
8,235.73
823.57
4.5
Materials
M RateCommon burnt clay F.P.S. (non
modular) of bricks class designation 10No 247.00 7.00 1,729.00
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.3Lime mortar 1:1:1 (1 Slaked lime :1
surkhi:1 coarse sand)Cum 0.60 6,088.63 3,653.18
DSR 9999Sundries Washing soap,Alum,
Gur,Belgiri, Jute SanLS 125.00 1.78 222.50
For Breaking bricks to make 25mm size
aggregates.
DSR 0114 Beldar day 1.40 329.00 460.60
DSR 0114 Beldar day 5.50 329.00 1,809.50
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.40 800.00 320.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
9,449.28
94.49
9,543.77
1,431.57
10,975.34
1,097.53
4.6
Code Description Unit Quantity Rate Amount
M RateCommon burnt clay F.P.S. (non
modular) of bricks class designation 10No 247.00 7.00 1,729.00
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.4 Lime mortar 1 lime putty:2 surkhi Cum 0.50 5,809.72 2,904.86
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Add water charges 1%
Lime concrete terracing on roofs with 25mm nominal size brick aggregate and 50% lime mortar 1:2
(1 Slaked lime : 2 surkhi) rammed and finished with gur and belgiri treatment complete including
rounding of junctions with parpaet wall complete
Detail of cost for 1 cum
Materials
Total
Labour
Total
Cost of 10 Sqm
Cost of 1 Sqm
Detail of cost for 10 Sqm
Providing and laying lime concrete with broken brick aggregate and 50% lime mortar 1:1:1 ( 1
Slaked lime : 1 surkhi:1 coarse sand) rammed and finished with gur and belgiri treatment
excluding cost of centring and shuttering (Thickness 100mm)
Add CPOH @ 15%
5/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 9999Sundries Washing soap,Alum,
Gur,Belgiri, Jute LS 125.00 1.78 222.50
For Breaking bricks to make 25mm size
aggregates.
DSR 0114 Beldar day 1.25 329.00 411.25
Labour for laying lime concrete
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.50 800.00 400.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
7,909.12
79.09
7,988.21
1,198.23
9,186.44
4.7
Code Description Unit Quantity Rate Amount
M RateCommon burnt clay F.P.S. (non
modular) of bricks class designation 10No 247.00 7.00 1,729.00
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.10Lime mortar 1 Slaked lime :3 surkhi:6
Coarse SandCum 0.50 5,413.22 2,706.61
DSR 9999Sundries Washing soap,Alum,
Gur,Belgiri, Jute LS 125.00 1.78 222.50
For Breaking bricks to make 25mm size
aggregates.
DSR 0114 Beldar day 1.25 329.00 411.25
Labour for laying lime concrete
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Total
Add CPOH @ 15%
Cost of 1 Cum
Labour
Total
Add water charges 1%
Lime concrete on floors with 25mm nominal size brick aggregate and 50% lime mortar 1:3:6 (1lime
putty: 3 surkhi:6 Coarse Sand) rammed and finished with gur and belgiri treatment
Detail of cost for 1 cum
Materials
Labour
6/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0002 Hand operated mixer/Mechanical mixer day 0.50 800.00 400.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
7,710.87
77.11
7,787.98
1,168.20
8,956.17
4.8
Code Description Unit Quantity Rate Amount
4.7Providing and laying Lime concrete
1:3:6 up to150mm thick Cum 0.18 8,956.17 1,612.11
DSR 7266 Brick tiles of size 250mmx250mm 1000 Nos 18.00 12,150.00 218.70
3.5 Lime mortar 1 lime putty:2 coarse sand Cum 0.03 6,326.13 170.81
DSR 9999 Sundries LS 23.00 1.78 40.94
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 9999 Scaffolding LS 114.40 1.78 203.63
2,974.19
29.74
3,003.93
450.59
3,454.52
4.9
Code Description Unit Quantity Rate Amount
DSR 1984Common burnt clay F.P.S. (non
modular) of bricks class designation 101000 Nos 247.00 5,200.00 1,284.40
DSR 2260 Carriage of brick aggregate Cum 1.00 115.92 115.92
3.4 Lime mortar 1 slaked lime:2 surkhi Cum 0.50 5,809.72 2,904.86
DSR 9999Sundries Washing soap,Alum,
Gur,Belgiri, Jute LS 125.00 1.78 222.50
For Breaking bricks to make 10mm size
aggregates.
DSR 0114 Beldar day 2.50 329.00 822.50
Labour for laying lime concrete
DSR 0123 Mason (brick layer) 1 st class day 0.50 435.00 217.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0101 Bhisti day 0.50 363.00 181.50
Total
Total
Materials
Total
Cost of 1 Cum
Labour for laying brick tiles
Plinth Area Protection using Lime concrete and brick tiles around the building to prevent entry of
water by dampness and capillary rise
Detail of cost for 1 Sqm
Add CPOH @ 15%
Lime concrete with 12 mm nominal size brick aggregate and 50% lime mortar 1:2 (1 slaked lime : 2
surkhi) rammed and finished with gur and belgiri treatment
Detail of cost for 1 cum
Materials
Add water charges 1%
Labour
Cost of 1 Sqm
Add water charges 1%
Total
Add CPOH @ 15%
7/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
Additional labour for levelling,ramming,
beating with thapies and finishing
smooth without adding any mortar for
finishing mason
DSR 0114 Beldar day 1.00 329.00 329.00
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 0002 Hand operated mixer/Mechanical mixer day 0.50 800.00 400.00
DSR 9999 Scaffolding LS 114.40 1.78 203.63
DSR 9999 Sundries LS 14.30 1.78 25.45
7,875.77
78.76
7,954.52
1,193.18
9,147.70Cost of 1 Cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
8/RA‐4
INTACH SCHEDULE OF RATES
JANUARY 2016
5.1
Code Description Unit Quantity Rate Amount
M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 1250.00 12.00 15,000.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.50 7,209.03 3,604.52
DSR 2201 Carriage of bricks 1000 nos. 1250.00 284.39 355.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
DSR 0123 Mason (brick layer) 1 st class day 0.54 435.00 234.90
DSR 0124 Mason (brick layer) 2nd class day 0.54 399.00 215.46
DSR 0115 Coolie day 2.06 329.00 676.10
DSR 0114 Bhisti day 0.30 363.00 108.90
20,200.22
202.00
20,402.22
3,060.33
23,462.55
5.2
Code Description Unit Quantity Rate Amount
DSR 6.9
M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 1250.00 12.00 15,000.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.75 6,088.63 4,566.47
DSR 2201 Carriage of bricks 1000 nos. 1250.00 284.39 355.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
DSR 5.9.9.
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
DSR 0123 Mason (brick layer) 1 st class day 0.80 435.00 345.83
DSR 0124 Mason (brick layer) 2nd class day 0.80 399.00 317.21
DSR 0115 Coolie day 3.44 329.00 1,130.12
DSR 0114 Bhisti day 0.30 329.00 98.70
DSR 0115 Coolie Extra for lifting materials day 1.70 329.00 557.66
24,674.83
Add Water Charges @ 1% except on formwork 224.10
24,898.93
Add CPOH @ 15% except on formwork 3,395.10
28,294.03
Centering and Shuttering:
Area per cum = 20.37/9.05 = 2.25 sqm
LABOUR
Total
Cost of 1 Cum
Traditional Brick work with custom made nanakshahi or lakhori bricks in plain arches including
centering and shuttering complete for span up to 6 metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1
coarse sand).
Note: The cost may change from region to region due to change in rate of customized bricks.
Details of cost for 1 cum.
MATERIAL:
Total
Cost of 1 Cum
5.0 BRICK WORK
Traditional brick masonry in custom made nanakshahi or lakhori bricks in lime mortar in proportion
similar to the existing traditional lime mortar 1:1:1 (lime :1 sand : 1surkhi)
Note: The cost may change from region to region due to change in rate of customized bricks.
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 fine sand)
Details of cost for 1 cum.
MATERIAL:
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
1/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
5.3
Code Description Unit Quantity Rate Amount
DSR 6.9 Details of cost for 1 Cum.
DSR 2602Common burnt clay F.P.S. (non modular) of bricks class
designation 7.5No 1250.00 12.00 15,000.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.75 6,088.63 4,566.47
DSR 2201 Carriage of bricks 1000 nos. 1250.00 284.39 355.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
DSR 5.9.9
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
LABOUR
DSR 0123 Mason (brick layer) 1 st class day 1.70 435.00 737.33
DSR 0124 Mason (brick layer) 2nd class day 1.36 399.00 541.04
DSR 0115 Coolie day 5.30 329.00 1,745.02
DSR 0114 Bhisti day 0.24 329.00 78.96
DSR 0115 Coolie Extra for lifting materials day 1.36 329.00 446.12
25,773.80
Add Water Charges @ 1% except on formwork 235.09
26,008.89
Add CPOH @ 15% except on formwork 3,561.59
29,570.48
5.4
Code Description Unit Quantity Rate Amount
M RateCommon burnt clay F.P.S. (non modular) of bricks class
designation 7.5No 494.00 4.50 2,223.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.38 6,088.63 2,283.23
DSR 2201 Carriage of bricks 1000 nos. 494.00 284.39 140.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
DSR 0123 Mason (brick layer) 1 st class day 0.43 435.00 187.92
DSR 0124 Mason (brick layer) 2nd class day 0.43 399.00 172.37
DSR 0115 Coolie day 1.64 329.00 540.88
DSR 0114 Bhisti day 0.24 363.00 87.12
5,639.87
56.40
5,696.27
854.44
6,550.70
5.5
Total
Add CPOH @ 15%
Brick work with bricks of class designation 7.5 in foundation and plinth in
Total
Add water charges 1%
Centering and Shuttering:
Total
Total
Cost of 1 Cum
Traditional Brick work with custom made nanakshahi or lakhori bricks in gauged arches including
centering and shuttering complete for span up to 6 metres in lime mortar 1:1:1 (1 lime : 1 surkhi: 1
coarse sand).
Note: The cost may change from region to region due to change in rate of customized bricks.
MATERIAL:
Brick work with bricks of class designation 7.5 in superstructure up to two level
Details of cost for 1 cum.
MATERIAL:
LABOUR
Cost of 1 Cum
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand)
2/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 6.4
Prevailing
Rate
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.51 494.00 4.50 2,223.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.38 6,088.63 2,283.23
DSR 2201 Carriage of bricks 1000 nos. 494.00 284.39 140.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
DSR 0123 Mason (brick layer) 1 st class day 0.56 435.00 245.34
DSR 0124 Mason (brick layer) 2nd class day 0.56 399.00 225.04
DSR 0115 Coolie day 2.16 329.00 710.64
DSR 0114 Bhisti day 0.24 363.00 87.12
DSR 9999 Sundries L.S 22.36 1.78 39.80
DSR 0115 Coolie day 1.36 329.00 446.12
6,405.64
64.06
6,469.70
970.45
7,440.15
5.6
Code Description Unit Quantity Rate Amount
DSR 7.4.1
DSR 0124 Mason (brick layer) 2nd class day 0.87 399.00 347.13
DSR 0115 Coolie day 0.41 329.00 133.25
480.38
4.80
485.18
72.78
557.96
5.7
Code Description Unit Quantity Rate Amount
DSR 6.13
Prevailing
Rate
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.5No 565.00 4.50 2,542.50
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.42 6,088.63 2,557.22
DSR 2201 Carriage of bricks 1000 nos. 565.00 284.39 160.68
DSR 9999 Sundries L.S 13.52 1.78 24.07
DSR 0123 Mason (brick layer) 1 st class day 0.72 435.00 313.20
DSR 0124 Mason (brick layer) 2nd class day 0.72 399.00 287.28
DSR 0115 Coolie day 2.40 329.00 789.60
DSR 0114 Bhisti day 0.84 363.00 304.92
DSR 9999 Sundries L.S 22.36 1.78 39.80
DSR 0115 Coolie day 1.55 329.00 509.29
7,528.56
75.29
7,603.85
1,140.58
8,744.42
874.44
Extra for Brickwork in Square or rectangular pillars
MATERIAL:
LABOUR
Cost of 1 Cum
Providing half brick masonry with bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime putty:1
surkhi:1 coarse sand)
Add water charges 1%
Total
Total
Add CPOH @ 15%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse sand)
Details of cost for 1 cum.
LABOUR
Details of cost for 10 sqm.
LABOUR
Cost of 1 Sqm
Cost of 1 Cum
MATERIAL:
Details of cost for 1 cum.
Add water charges 1%
Total
Add CPOH @ 15%
Total
Total
Add water charges 1%
3/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
5.8
Code Description Unit Quantity Rate Amount
DSR 6.9
Prevailing
Rate
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.5No 494.00 4.50 2,223.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.38 6,088.63 2,283.23
DSR 2201 Carriage of bricks 1000 nos. 494.00 284.39 140.49
DSR 9999 Sundries L.S 2.73 1.78 4.86
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
DSR 5.9.9.
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
DSR 0123 Mason (brick layer) 1 st class day 0.64 435.00 276.66
DSR 0124 Mason (brick layer) 2nd class day 0.64 399.00 253.76
DSR 0115 Coolie day 2.75 329.00 904.09
DSR 0114 Bhisti day 0.24 363.00 87.12
DSR 0115 Coolie Extra for lifting materials day 1.36 329.00 446.12
8,917.86
Add Water Charges @ 1% except on formwork i.e on
(7702.75‐2264.96)66.53
8,984.39
Add CPOH @ 15% except on formwork i.e on (7723.88‐
2264.96)1,007.91
9,992.30
5.9
Code Description Unit Quantity Rate Amount
DSR 6.9 Details of cost for 1 Cum.
DSR 2602Common burnt clay F.P.S. (non modular) of bricks class
designation 7.51 538.00 4.50 2,421.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.38 6,088.63 2,283.23
DSR 2201 Carriage of bricks 1000 nos. 538.00 284.39 153.00
DSR 9999 Sundries L.S 2.73 1.78 4.86
Taking a semi circular arch 3.6m span, 3.6m long and
0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 Sqm
Brick work in Arch = 3.142x2.00x0.4x3.6 =9.05 Cum
Area per cum = 20.37/9.05 = 2.25 sqm
DSR 5.9.9
Centering and shuttering including strutting, propping
etc. and removal of form for Arches, domes, vaults up
to 6 m span.
Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
Details of cost for 1 cum.
MATERIAL:
Brick work in plain arches including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 coarse sand).
Brick work in gauged arches including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 coarse sand).
LABOUR
Cost of 1 Cum
MATERIAL:
Total
Total
Centering and Shuttering:
Area per cum = 20.37/9.05 = 2.25 sqm
Centering and Shuttering:
4/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason (brick layer) 1 st class day 1.36 435.00 589.86
DSR 0124 Mason (brick layer) 2nd class day 1.36 399.00 541.04
DSR 0115 Coolie day 5.30 329.00 1,745.02
DSR 0114 Bhisti day 0.24 363.00 87.12
DSR 0115 Coolie Extra for lifting materials day 1.36 329.00 446.12
10,569.78
Add Water Charges @ 1% except on formwork i.e on
(9228.47‐2264.96)83.05
10,652.82
Add CPOH @ 15% except on formwork i.e on (9298.11‐
2264.96)1,258.18
11,911.00
5.10
Code Description Unit Quantity Rate Amount
DSR 6.18
DSR 1984Common burnt clay F.P.S. (non modular) of bricks class
designation 10No 777.00 5.20 4,040.40
3.5 Lime mortar 1:2 (1 Lime putty:2 Coarse sand) Cum 0.60 6,326.13 3,795.68
DSR 2207 Carriage of brick tiles 1000 nos. 777.00 170.63 132.58
DSR 9999 Sundries L.S 4.55 1.78 8.10
DSR 0123 Mason (brick layer) 1 st class day 1.08 435.00 469.80
DSR 0124 Mason (brick layer) 2nd class day 1.08 399.00 430.92
DSR 0115 Coolie day 2.16 329.00 710.64
DSR 0114 Bhisti day 0.24 363.00 87.12
DSR 9999 Sundries L.S 33.80 1.78 60.16
DSR 0115 Coolie day 1.36 329.00 446.12
10,181.52
101.82
10,283.34
1,542.50
11,825.84
5.11
Code Description Unit Quantity Rate Amount
DSR 6.20
DSR 1984Common burnt clay F.P.S. (non modular) of bricks class
designation 101000 nos. 777.00 5.20 4,040.40
3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.53 6,326.13 3,321.22
DSR 2207 Carriage of brick tiles 1000 nos. 777.00 170.63 132.58
DSR 9999 Sundries L.S 5.46 1.78 9.72
DSR 5.9.9 Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
DSR 0123 Mason (brick layer) 1 st class day 0.95 435.00 412.38
DSR 0124 Mason (brick layer) 2nd class day 0.95 399.00 378.25
DSR 0115 Coolie day 3.85 329.00 1,267.31
DSR 0114 Bhisti day 0.24 363.00 87.12
LABOUR
Details of cost for 1 Cum.
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
superstructure in lime mortar 1:2 (1 lime putty : 2 coarse sand).
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
plain arch work in lime mortar 1:2 (1 lime : 2 coarse sand) including centering and shuttering complete
Cost of 1 Cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Details of cost for 1 Cum.
MATERIAL:
Extra for lifting
Total
Total
Cost of 1 Cum
LABOUR
BRICK TILE WORK
MATERIAL:
LABOUR
5/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0115 Coolie day 1.36 329.00 446.12
12,393.61
Add Water Charges @ 1% except on formwork i.e on
(10311.21‐2264.96)101.29
12,494.90
Add CPOH @ 15% except on formwork i.e on (10391.67‐
2264.96)1,534.49
14,029.39
5.12
Code Description Unit Quantity Rate Amount
DSR 6.21
DSR 1984Common burnt clay F.P.S. (non modular) of bricks class
designation 101000 nos. 791.00 5.20 4,113.20
3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.35 6,326.13 2,214.14
DSR 2207 Carriage of brick tiles 1000 nos. 791.00 170.63 134.97
DSR 9999 Sundries L.S 5.46 1.78 9.72
DSR 5.9.9. Centering and Shuttering: Sqm 2.25 1,006.65 2,264.96
DSR 9999 Scaffolding L.S 18.85 1.78 33.55
DSR 0123 Mason (brick layer) 1 st class day 1.80 435.00 783.00
DSR 0124 Mason (brick layer) 2nd class day 1.80 399.00 718.20
DSR 0115 Coolie day 6.40 329.00 2,104.28
DSR 0114 Bhisti day 0.24 363.00 87.12
DSR 0115 Coolie day 1.36 329.00 446.12
12,909.27
Add Water Charges @ 1% except on formwork i.e on
(11709.19‐2264.96)106.44
13,015.72
Add CPOH @ 15% except on formwork 1,612.61
14,628.33
5.13
Code Description Unit Quantity Rate Amount
DSR 6.22
DSR 1984Common burnt clay F.P.S. (non modular) of bricks class
designation 10No 377.00 5.20 1,960.40
3.5 Lime mortar 1:2 (1 Lime putty: 2 Coarse sand) Cum 0.15 6,326.13 948.92
DSR 2207 Carriage of brick tiles 1000 nos. 377.00 170.63 64.33
DSR 9999 Sundries & Scaffolding L.S 8.06 1.78 14.35
DSR 0123 Mason (brick layer) 1 st class day 1.13 435.00 490.68
DSR 0124 Mason (brick layer) 2nd class day 1.13 399.00 450.07
DSR 0115 Coolie day 2.26 329.00 742.22
DSR 0114 Bhisti day 0.40 363.00 143.75
DSR 0115 Coolie day 1.55 329.00 509.29
5,324.01
53.24
5,377.25
806.59
6,183.84
Total
Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
plain arch work in lime mortar 1:2 (1 lime : 2 coarse sand) including centering and shuttering complete
Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in lime mortar 1:2 (1 lime : 2 coarse sand)
LABOUR
Extra for lifting
Total
Cost of 1 Cum
Details of cost for 10 Sqm
MATERIAL:
Cost of 1 Cum
Details of cost for 1 Cum.
MATERIAL:
LABOUR
Extra for lifting
Total
Total
Add CPOH @ 15%
Cost of 10 Sqm
Extra for lifting
Total
Total
Add water charges 1%
6/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
618.38
5.14
Code Description Unit Quantity Rate Amount
DSR 6.5
DSR 0037 Mobile Crane day 0.13 7000.00 875.00
Fuel Consumption per hour= 8 litre
DSR 1235 Diesel Oil litre 8.00 55.49 443.92
1318.92
13.19
1332.11
199.82
1531.93
289.04
5.15
Code Description Unit Quantity Rate Amount
DSR 6.14
DSR 0037 Mobile Crane day 0.13 7000.00 875.00
Fuel Consumption per hour= 8 litre
DSR 1235 Diesel Oil litre 8.00 55.49 443.92
1318.92
13.19
1332.11
199.82
1531.93
25.60
5.16
5.16.1
Code Description Unit Quantity Rate Amount
DSR 6.26.1
M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 1085.00 5.50 5,967.50
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.25 6,088.63 1,522.16
DSR 2201 Carriage of bricks 1000 nos. 1085.00 284.39 308.56
DSR 9999Sundries including steel/wooden strips for making
groovesL.S 16.38 1.78 29.16
DSR 0114 Beldar day 0.75 329.00 246.75
DSR 0123 Mason (brick layer) 1 st class day 0.53 435.00 228.375
DSR 0124 Mason (brick layer) 2 nd class day 0.53 399.00 209.475
DSR 0115 Coolie day 1.61 329.00 528.045
DSR 0101 Bhisti day 0.30 363.00 108.9
9,148.92
91.49
9,240.41
1386.06
10,626.47
5.16.2
Code Description Unit Quantity Rate Amount
DSR 6.26.1
Cost of 1 Sqm
Extra for brick work/tile brick masonry in superstructure above height 15m by mechanical means.
Details of cost for 5.3 cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 5.3 cum
Cost of 1 cum
Extra for half brick masonry in superstructure above height 15m by mechanical means.
Details of cost for 59.83 cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 59.83 cum
Cost of 1 cum
Exposed brick work in nanakshahi or lakhori bricks including making horizontal and vertical grooves
10mm wide 12mm deep complete in lime mortar in proportion similar to the existing traditional lime
mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)
From ground level upto plinth level
Details of cost for 1 cum.
MATERIAL:
LABOUR:
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 cum
From plinth level upto height 15m
Details of cost for 1 cum.
7/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
M Rate Nanakshahi Lakhori Bricks of size 200x50x40 mm No 1085.00 5.50 5,967.50
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.25 6,088.63 1,522.16
DSR 2201 Carriage of bricks 1000 nos. 1085.00 284.39 308.56
DSR 9999Sundries including steel/wooden strips for making
groovesL.S 16.38 1.78 29.16
DSR 0114 Beldar day 0.75 329.00 246.75
DSR 0123 Mason (brick layer) 1 st class day 0.53 435.00 228.375
DSR 0124 Mason (brick layer) 2 nd class day 0.53 399.00 209.475
DSR 0115 Coolie day 1.61 329.00 528.045
DSR 0101 Bhisti day 0.30 363.00 108.9
DSR 0115Coolie (Extra labour element required for lifting of
material upto height 15m)day 1.13 329.00 371.77
9,520.69
95.21
9,615.90
1442.38
11,058.28
5.17
5.17.1
Code Description Unit Quantity Rate Amount
DSR 6.26.1
Prevailing
Rate
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.51 494.00 4.50 2,223.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.38 6,088.63 2,283.23
DSR 2201 Carriage of bricks 1000 nos. 494.00 284.39 140.49
DSR 9999Sundries including steel/wooden strips for making
groovesL.S 16.38 1.78 29.16
DSR 0114 Beldar day 0.75 329.00 246.75
DSR 0123 Mason (brick layer) 1 st class day 0.53 435.00 228.375
DSR 0124 Mason (brick layer) 2 nd class day 0.53 399.00 209.475
DSR 0115 Coolie day 1.61 329.00 528.045
DSR 0101 Bhisti day 0.30 363.00 108.9
5,997.42
59.97
6,057.40
908.61
6,966.01
5.17.2
Code Description Unit Quantity Rate Amount
DSR 6.26.2
Prevailing
Rate
Common burnt clay F.P.S. (non modular) of bricks class
designation 7.51 494.00 4.50 2,223.00
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1 coarse
sand)Cum 0.25 6,088.63 1,522.16
DSR 2201 Carriage of bricks 1000 nos. 494.00 284.39 140.49
MATERIAL:
LABOUR:
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 cum
Exposed brick work with bricks of class designation 7.5 including making horizontal and vertical grooves
10mm wide 12mm deep complete in lime mortar in proportion similar to the existing traditional lime
mortar 1:1:1 (1 lime: 1 surkhi : 1 coarse sand)
From ground level upto plinth level
Details of cost for 1 cum.
MATERIAL:
LABOUR:
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 cum
From plinth level upto height 15m
Details of cost for 1 cum.
MATERIAL:
8/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 9999Sundries including steel/wooden strips for making
groovesL.S 16.38 1.78 29.16
DSR 0114 Beldar day 0.75 329.00 246.75
DSR 0123 Mason (brick layer) 1 st class day 0.53 435.00 228.375
DSR 0124 Mason (brick layer) 2 nd class day 0.53 399.00 209.475
DSR 0115 Coolie day 1.61 329.00 528.045
DSR 0101 Bhisti day 0.30 363.00 108.9
DSR 0115Coolie (Extra labour element required for lifting of
material upto height 15m)day 1.13 329.00 371.77
5,608.12
56.08
5,664.20
849.63
6,513.83
LABOUR:
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 cum
9/RA‐5
INTACH SCHEDULE OF RATES
JANUARY 2016
6.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.1.1
DSR 1157 Stone for masonry work Cum 1.00 900.00 900.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +
0.16 cum. = 1.16 cum
Cum 1.16 125.47 145.55
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.33 6,088.63 2,009.25
4.1.3 Lime concrete (1:3:6) Cum 0.08 10,244.62 768.35
DSR 0123 Mason (for plain stone work) First class day 1.28 435.00 558.54
DSR 0114 Beldar day 1.28 435.00 558.54
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 9999 Sundries L.S 4.42 1.78 7.87
5,358.60
53.59Add water charges 1%
Random rubble masonry with hard stones in foundation and plinth including levelling with lime
concete (1 lime:3surkhi:6 coarse sand) with 20mm stone aggregate upto plinth level with lime
mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
6.0 STONE MASONRY
Details of cost for 1 cum.
MATERIAL:
LABOUR
Total
RANDOM RUBBLE MASONRY
5,412.18
811.83
6,224.01
6.2
DSR 7.1.2
DSR 1157 Stone for masonry work Cum 1.00 900.00 900.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1.00cum. +
0.16 cum. = 1.16 cum
Cum 1.16 125.47 145.55
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.33 6,088.63 2,009.25
4.1.3 Lime concrete (1:3:6) Cum 0.08 10,244.62 768.35
DSR 0123 Mason (for plain stone work) First class day 1.61 435.00 699.48
DSR 0114 Beldar day 1.74 435.00 756.90
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 0115 Coolie day 1.36 329.00 446.12
DSR 9999 Sundries L.S 15.21 1.78 27.07
6,163.23
Add CPOH @ 15%
Cost of 1 Cum
LABOUR
Details of cost for 1 cum.
MATERIAL:
Random rubble masonry with hard stones in superstructure including levelling with lime
concete (1 lime:3surkhi:6coarse sand) with 20mm stone aggregate upto plinth level with lime
mortar 1:1:1(1Lime: 1Surkhi:1Coarse sand)
Total
Extra for lifting
Total
1/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
61.63
6,224.86
933.73
7,158.59
6.3
Code Description Unit Quantity Rate Amount
DSR 7.1.1
DSR 1157 Stone for masonry work Cum 1.21 900.00 1,089.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1.21cum. +
0.16 cum. = 1.16 cum
Cum 1.37 125.47 171.89
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.30 6,088.63 1,826.59
DSR 0123 Mason (for plain stone work) First class day 2.54 435.00 1,106.64
DSR 0114 Beldar day 1.49 435.00 647.28
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
MATERIAL:
LABOUR
Total
Add CPOH @ 15%
Cost of 1 Cum
Coursed rubble masonry in first sort with hard stones in foundation and plinth including
levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime: 1Surkhi:1course
sand)
Details of cost for 1 cum.
Add water charges 1%
COURSED RUBBLE MASONRY
DSR 9999 Sundries L.S 13.52 1.78 24.07
5,275.98
52.76
5,328.74
799.31
6,128.05
6.4
DSR 7.1.1
DSR 1157 Stone for masonry work Cum 1.10 900.00 990.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1.1cum. +
0.16 cum. = 1.16 cum
Cum 1.26 125.47 158.09
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.30 6,088.63 1,826.59
DSR 0123 Mason (for plain stone work) First class day 2.11 435.00 918.72
DSR 0114 Beldar day 1.49 435.00 647.28
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 9999 Sundries L.S 13.52 1.78 24.07
4,975.26
49.75
5,025.01
753.75
5,778.76
MATERIAL:
Total
Total
Add water charges 1%
Details of cost for 1 cum.
Add CPOH @ 15%
Cost of 1 Cum
Coursed rubble masonry in second sort with hard stones in foundation and plinth including
levelling with lime concete upto plinth level with lime mortar 1:1:1(1Lime:1 surkhi:1 coarse
sand)
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Cum
2/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
6.5
6.5.1
DSR 7.8.1
DSR 1157 Stone for masonry work Cum 1.21 900.00 1,089.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1.21cum. +
0.16 cum. = 1.16 cum
Cum 1.37 125.47 171.89
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.30 6,088.63 1,826.59
DSR 0123 Mason Brick I Class day 2.86 399.00 1,139.54
DSR 0114 Beldar day 1.91 435.00 829.98
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 0115 Coolie day 1.36 329.00 446.12
DSR 9999 Sundries, Scaffolding L.S 37.70 1.78 67.11
5,980.75
59.81
6,040.55
906.08
6 946 64
Details of cost for 1 cum.
Add CPOH @ 15%
C t f 1 C
Extra for lifting
MATERIAL:
Masonry work (first sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 Coarse sand)
Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth
level and upto two floor level
LABOUR
Total
Add water charges 1%
Total
6,946.64
6.5.2
DSR 7.8.1
DSR 1157 Stone for masonry work Cum 1.00 900.00 900.00
DSR 1154 Through and bond stone 100 nos. 7.00 1,300.00 91.00
DSR 2215
Carriage of Soling stone & masonry stone
7.00x24cmx24cmx39cm = 0.16 cum, 1 cum. +
0.16 cum. = 1.16 cum
Cum 1.16 125.47 145.55
3.3Lime mortar 1:1:1 (1 Lime putty:1 surkhi: 1
coarse sand)Cum 0.30 6,088.63 1,826.59
DSR 0123 Mason (for plain stone work) First class day 2.42 435.00 1,054.44
DSR 0114 Beldar day 1.91 435.00 829.98
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 0115 Coolie day 1.36 329.00 446.12
DSR 9999 Sundries, Scaffolding L.S 37.70 1.78 67.11
5,680.29
56.80
5,737.10
860.56
6,597.66
Extra for lifting
Cost of 1 Cum
Cost of 1 Cum
Details of cost for 1 cum.
Add water charges 1%
Total
Add CPOH @ 15%
LABOUR
Total
Masonry work (second sort) , in lime mortar 1:1:1 (1 lime : 1surkhi:1 coarse sand)
MATERIAL:
3/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
6.6
6.6.1
6.6.1.1
DSR 7.12.1.1
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.3Lime MortAr 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Sand)Cudm 4.67 6.09 28.41
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.02 329.00 4.94
LABOUR
Dressing charges
(f )
Details of cost for 10 cudm.
MATERIAL:
Stone work in plain ashlar masonry in superstructure upto 18m of height in lime mortar 1:1:1
(1 lime:1 surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigment
matching the stoneshade.
One Face dressed
Red Sand Stone
Red sand stone
ASHLAR MASONRY
DSR 0123 Mason (for plain stone work) First class day 0.09 435.00 38.28
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
Fixing charges
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 417.00 22.02
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
268.05
2.68
270.73
40.61
311.34
31,133.76
6.6.1.2
Code Description Unit Quantity Rate Amount
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
White Sand Stone
Cost of 0.01 Cum
Cost of 1 Cum
Total
Add water charges 1%
Total
Add CPOH @ 15%
Details of cost for 1 cum.
MATERIAL:
White sand stone
4/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
3.3Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Sand)Cudm 4.67 6.09 28.41
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.02 329.00 4.94
DSR 0123 Mason (for plain stone work) First class day 0.09 435.00 38.28
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
273.76
2 74
LABOUR
Dressing charges
Fixing charges
Total
Add water charges 1% 2.74
276.50
41.48
317.98
31,797.51
6.6.2
6.6.2.1
Code Description Unit Quantity Rate Amount
DSR 7.12.1.1
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.3Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Sand)Cudm 4.67 6.09 28.41
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.02 329.00 4.94
LABOUR
DSR 0123 Mason (for plain stone work) First class day 0.70 435.00 306.24
DSR 0102 Blacksmith 1st Class day 0.01 435.00 5.22
DSR 0114 Beldar day 0.88 329.00 289.52
DSR 0115 Coolie day 0.04 329.00 14.48
Add CPOH @ 15%
Add water charges 1%
Total
MATERIAL:
Cost of 0.01 Cum
Cost of 1 Cum
Dressing charges
Red sand stone
Details of cost for 1 cum.
Both Face dressed
Red Sand Stone
5/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0100 Bandhani day 0.09 363.00 31.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
835.92
8.36
844.28
126.64
970.92
97,092.28
6.6.2.2
Code Description Unit Quantity Rate Amount
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Cost of 1 Cum
Cost of 0.01 Cum
Add CPOH @ 15%
Add water charges 1%
Total
Fixing charges
Total
Details of cost for 1 cum.
MATERIAL:
White sand stone
White Sand Stone
3.3Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Sand)Cudm 4.67 6.09 28.41
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.02 329.00 4.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.70 399.00 280.90
DSR 0102 Blacksmith 1st Class day 0.01 435.00 5.22
DSR 0114 Beldar day 0.09 329.00 28.95
DSR 0115 Coolie day 0.04 329.00 14.48
DSR 0100 Bandhani day 0.09 363.00 31.94
Fixing charges
DSR 0123 Mason (for plain stone work) First class day 0.05 435.00 22.97
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
558.58
5.59
564.16
84.62
648.79
64,878.52Cost of 1 Cum
Cost of 0.01 Cum
Total
LABOUR
Dressing charges
Add water charges 1%
Total
Add CPOH @ 15%
6/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
6.7
6.7.1
6.7.1.1
Code Description Unit Quantity Rate Amount
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.5Lime Mortar 1:2 (1 Lime:2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.09 435.00 38.28
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
Red Sand Stone
MATERIAL:
Red sand stone
Stone work plain ashlar in arches in super structure in lime mortar 1:2 (1 lime : 2 coarse sand)
including centring, shuttering and pointing with lime mortar and an admixture of pigment
matching the stone shade
One Face dressed
Dressing charges
Fixing charges
LABOUR
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 13.52 1.78 24.07
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
313.35
3.13
316.49
47.47
363.96
36,395.95
6.7.1.2
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
3.5Lime Mortar 1:2 (1 Lime:2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
g g
White Sand Stone
Cost of 1 Cum
Cost of 0.01 Cum
DSR 0115
Total
Add water charges 1%
Total
Add CPOH @ 15%
Details of cost for 1 cum.
MATERIAL:
White sand stone
7/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.09 435.00 38.28
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 13.52 1.78 24.07
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
320.02
3.20
323.22
48 48
LABOUR
Dressing charges
Fixing charges
DSR 0115
Total
Add water charges 1%
Total
Add CPOH @ 15% 48.48
371.70
37,170.08
6.7.2
6.7.2.1
DSR 7.12.1.1
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.18 435.00 76.56
DSR 0102 Blacksmith 1st Class day 0.01 435.00 5.22
DSR 0114 Beldar day 0.09 329.00 28.95
DSR 0115 Coolie day 0.04 329.00 14.48
DSR 0100 Bandhani day 0.09 363.00 31.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.04 399.00 17.56
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
Fixing charges
MATERIAL:
LABOUR
Cost of 1 Cum
Dressing charges
Both Faces dressed
Red Sand Stone
Add CPOH @ 15%
Cost of 0.01 Cum
Details of cost for 1 cum.
Red sand stone
8/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 13.52 1.78 24.07
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
388.42
3.88
392.30
58.85
451.15
45,114.72
6.7.2.2
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 2216
Carriage of stone blocks white & red sand stone
& k l b @ 2 30k / d 13 33 2 30 0 03 94 80 2 94
DSR 0115
Total
White Sand Stone
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Details of cost for 1 cum.
MATERIAL:
White sand stone
DSR 2216 & kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.18 435.00 76.56
DSR 0102 Blacksmith 1st Class day 0.01 435.00 4.35
DSR 0114 Beldar day 0.09 329.00 28.95
DSR 0115 Coolie day 0.04 329.00 14.48
DSR 0100 Bandhani day 0.09 363.00 31.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 13.52 1.78 24.07
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
397.72
3.98
401.70
60.26
461.96
46,195.64
LABOUR
Fixing charges
DSR 0115
Total
Dressing charges
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
9/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
6.8
6.8.1
6.8.1.1
DSR 7.14.1.1
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.35 435.00 153.12
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
DSR 0125 Mason (for plain stone work) 2nd class day 0 05 399 00 21 07
Fixing charges
Red Sand Stone
Stone work plain ashlar in domes in lime mortar 1:2 (1 lime : 2 coarse sand) including centring,
shuttering and pointing with lime mortar and an admixture of pigment matching the stone
shade.One Face dressed
Details of cost for 1 cum.
MATERIAL:
Red sand stone
LABOUR
Dressing charges
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 33.15 1.78 59.01
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
463.13
4.63
467.77
70.16
537.93
53,793.05
6.8.1.2
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 0115
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Details of cost for 10 cudm or 0.01 cum
MATERIAL:
White sand stone
White Sand Stone
10/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.35 435.00 153.12
DSR 0102 Blacksmith 1st Class day 0.01 435.00 2.61
DSR 0114 Beldar day 0.04 329.00 14.48
DSR 0115 Coolie day 0.02 329.00 7.24
DSR 0100 Bandhani day 0.04 363.00 15.97
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 33.15 1.78 59.01
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
469.80Total
LABOUR
Dressing charges
Fixing charges
DSR 0115
4.70
474.50
71.17
545.67
54,567.19
6.8.2
6.8.2.1
DSR 7.12.1.1
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1160 Red sand stone block 10cudm 13.33 65.00 86.65
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.35 435.00 153.12
DSR 0102 Blacksmith 1st Class day 0.01 435.00 5.22
DSR 0126 Mason (for ornamental stone work) 1 st class day 0.35 435.00 153.12
DSR 0114 Beldar day 0.09 329.00 28.95
DSR 0115 Coolie day 0.04 329.00 14.48
DSR 0100 Bandhani day 0.09 363.00 31.94
Cost of 1 Cum
Both Faces dressed
Dressing charges
Fixing charges
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
LABOUR
Details of cost for 10 cudm or 0.01 cum
Red Sand Stone
MATERIAL:
Red sand stone
11/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 33.15 1.78 59.01
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.02 329.00 4.94
656.55
6.57
663.12
99.47
762.58
76,258.32
6.8.2.2
DSR 7.12.1.2
Finished work = 10 cudm.+Add wastage @ 33.3%
= 3.33 cudm Add wastage @ 33.3% = 3.33 cudm.
Total = 13.33 cudm
DSR 1161 White sand stone block 10cudm 13 33 70 00 93 31
Total
MATERIAL:
White sand stone
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Details of cost for 10 cudm or 0.01 cum
White Sand Stone
DSR 1161 White sand stone block 10cudm 13.33 70.00 93.31
3.5Lime Mortar 1:2 (1 Lime: 2 coarse Sand) for
laying & pointingCudm 8.00 6.33 50.60
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.03 94.80 2.94
DSR 0123 Mason (for plain stone work) First class day 0.35 435.00 153.12
DSR 0102 Blacksmith 1st Class day 0.01 435.00 5.22
DSR 0126 Mason (for ornamental stone work) 1 st class day 0.35 435.00 153.12
DSR 0114 Beldar day 0.09 329.00 28.95
DSR 0115 Coolie day 0.04 329.00 14.48
DSR 0100 Bandhani day 0.09 363.00 31.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.05 399.00 21.07
DSR 0102 Blacksmith 1st Class day 0.01 435.00 3.13
DSR 0114 Beldar day 0.03 329.00 8.69
DSR 0115 Coolie day 0.03 329.00 8.69
DSR 0100 Bandhani day 0.03 363.00 9.58
DSR 0101 Bhisti day 0.03 363.00 9.58
DSR 9999 Scaffolding L.S 2.73 1.78 4.86
DSR 9999 Centring and shuttering L.S 33.15 1.78 59.01
Extra labour for lifting of materials 0.01x1.50 =
0.015
Coolie day 0.02 329.00 4.94
663.22
6.63
669.85
DSR 0115
Total
Add water charges 1%
Total
LABOUR
Dressing charges
Fixing charges
12/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
100.48
770.32
77,032.46
6.9
DSR 7.12.1.2
Details of cost for 10 cudm or 0.01 cum above
15m height
Labour required for lifting of material (above
15m height) or part thereof Extra labour for
lifting of materials above 15m height
(0.01 x 2.00 = 0.020)
Beldar day 0.02 329.00 6.58
TOTAL 6.58
0.07
6.65
1.00
7.64
764.27
6.10
DSR 7.12.2.1
MATERIAL:
Lime stone
Details of cost for 1 cum.
Lime Stone work in plain ashlar masonry in superstructure in lime mortar 1:1:1 (1 lime:1
surkhi:1 coarse sand) including pointing with lime mortar and an admixture of pigment
matching the stoneshade.
Cost of 1 Cum
Add CPOH @ 15%
Cost of 0.01 Cum
Extra for stone work, random rubble/coursed rubble masonry/ashlar masonry above height
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Finished work = 0.01.+Add wastage @ 33.3% =
3.33 cudm Add wastage @ 33.3% =0.133 cudm.
Total = 13.33 cudm
M Rate
Lime sand stone block
Lime Stone Block 380mmx230mmx180 mm
Cost of 0.0157 Cum=Rs 34.00
Cost of 15.7 Cudm=Rs 34.00
Cost of 10 Cudm=Rs 21.65
10 cudm 13.330 21.96 29.28
3.3Lime Mortar 1:1:1 (1 Lime:1 Surkhi:1 Coarse
Sand)Cudm 4.666 6.09 28.41
DSR 2216
Carriage of stone blocks white & red sand stone
& kota stone slab @ 2.30kg/cudm = 13.33x2.30 =
30.659 kg = 0.031 t
tonne 0.031 94.80 2.94
Extra labour for lifting of materials 0.01x1.50 =
0.015
DSR 0115 Coolie day 0.015 329.00 4.94
DSR 0123 Mason (for plain stone work) First class day 0.176 435.00 76.56
DSR 0102 Blacksmith 1st Class day 0.012 435.00 5.22
DSR 0114 Beldar day 0.088 329.00 28.95
DSR 0115 Coolie day 0.044 329.00 14.48
DSR 0100 Bandhani day 0.088 363.00 31.94
DSR 0125 Mason (for plain stone work) 2nd class day 0.066 399.00 26.33
DSR 0102 Blacksmith 1st Class day 0.009 435.00 3.92
DSR 0114 Beldar day 0.033 329.00 10.86
DSR 0115 Coolie day 0.033 329.00 10.86
DSR 0100 Bandhani day 0.033 363.00 11.98
Lime stone
LABOUR
Dressing charges
Fixing charges
13/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0101 Bhisti day 0.033 363.00 11.98
DSR 9999 Scaffolding L.S 2.730 1.78 4.86
303.49
3.03
306.53
45.98
352.50
35,250.42
6.11
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 11.28.1
DSR 1157 Stone for masonry work Cum 0.61 900.00 544.50
DSR 1154 Through and bond stone 100 nos. 3.00 1,300.00 39.00
DSR 2215 Carriage LS 1.37 125.47 171.89
3.5 Lime mortar 1:2(1 Lime:2 Coarse sand) 0.30 6,326.13 1,897.84
DSR 0123 Mason Brick I Class day 2.86 435.00 1,242.36
DSR 0100 Bandhani day 1.91 363.00 692.60
DSR 0115 Coolie day 0.85 329.00 280.31
DSR 0101 Bhisti day 0.11 363.00 39.20
DSR 9999 Sundries LS 3.00 1.78 5.34
4,913.05
49 13
Stone consolidation‐removing the loose/damaged stone and reconsolidating with new
stone/reusable stone with lime mortar(1:2) wherever necessary
Details of cost for 1cum
Material
LABOUR
Total
Add h 1%
Add CPOH @ 15%
Cost of 0.01 Cum
Cost of 1 Cum
Total
Total
Add water charges 1%
49.13
4,962.18
744.33
5,706.50
Total
Add CPOH @ 15%
Cost of 1 Cum
Add water charges 1%
14/RA‐6
INTACH SCHEDULE OF RATES
JANUARY 2016
7.1
7.1.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 11.23.1
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6001White marble slab Makrana second quality plain
veined 18 mm thickSqm 11.50 2,000.00 23,000.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by
conservation architect, over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime :1 surkhi:1
coarse sand) laid and jointed , including rubbing and polishing complete with
Makrana white second quality
7.0 FLOORING
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
29,623.21
296.23
29,919.45
4,487.92
34,407.36
3,440.74
7.1.2
DSR 11.23.2
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 7071White marble Raj Nagar plain 18 mm thick upto
0.50 sqm areaSqm 11.50 800.00 9,200.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
15,823.21
158.23
Raj Nagar Plain
Total
Add water charges 1%
Total
Add CPOH @ 15%
LABOUR ( for finishing, polishing and fixing)
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
Total
Add water charges 1%
1/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
15,981.45
2,397.22
18,378.66
1,837.87
7.1.3
DSR 11.23.3
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 7850 Agaria White marble slab plain 18 mm thick Sqm 11.50 1,100.00 12,650.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
DSR 0123 Mason (brick layer) 1st class day 1.44 399.00 574.56
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
19,221.37
192.21
Agaria White
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
Total
Add water charges 1%
19,413.59
2,912.04
22,325.63
2,232.56
7.1.4
DSR 11.23.4
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6019 Black Zebra marble slab plain 18 mm thick Sqm 11.50 500.00 5,750.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
12,373.21
123.73
12,496.95
1,874.54
14,371.49
1,437.15
Black Zebra
g
Total
Add CPOH @ 15%
Cost of 10 Sqm
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
Total
2/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
7.1.5
DSR 11.23.5
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6010 Udaypur green marble slab plain 18 mm thick Sqm 11.50 800.00 9,200.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
LABOUR ( for finishing, polishing and fixing)
DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
Total 15,823.21
Add water charges 1% 158.23
Total 15,981.45
Add CPOH @ 15% 2,397.22
Cost of 10 Sqm 18,378.66
Udaipur Green Marble
Details of cost for 10 sqm
MATERIAL:
q ,
Cost of 1 Sqm 1,837.87
7.1.6
DSR 11.23.6
18mm thick marble slab = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
DSR 6007 Pink marble slab plain 18 mm thick Sqm 11.50 800.00 9,200.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Joint lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 9999 Carriage of marble slab LS 26.91 1.78 47.90
DSR 0123 Mason (brick layer) 1st class day 1.44 435.00 626.40
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 134.55 1.78 239.50
15,823.21
158.23
15,981.45
2,397.22
18,378.66
1,837.87
Pink Plain Marble
Details of cost for 10 sqm
MATERIAL:
Cost of 1 Sqm
LABOUR ( for finishing, polishing and fixing)
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
3/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
7.2
7.2.1
DSR 11.26
DSR 1168Kota stone slab 20 mm to 25 mm thick (semi‐
polished) including 15% wastageSqm 11.50 300.00 3,450.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Pointing lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50
DSR 2216Carriage of stone blocks white & red sand stone
& kota stone slabTonne 0.67 94.80 63.52
DSR 0124 Mason (brick layer) 2nd class day 1.44 399.00 574.56
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 208.13 1.78 370.47
10,415.46
104.15
10,519.62
1 577 94
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with lime slurry
mixed with pigment to match the shade of the slab, including rubbing and polishing complete with
base of lime mortar 1 : 1:1 (1 lime :1surkhi:1 coarse sand)
25mm thick
Total
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
Total
Add water charges 1%
Add CPOH@ 15% 1,577.94
12,097.56
1,209.76
7.3
DSR 11.27
DSR 1168Kota stone slab 20 mm to 25 mm thick (semi‐
polished) including 15% wastageSqm 11.50 300.00 3,450.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Pointing lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.06 6,088.63 340.96
DSR 0874 Black colour dark shade pigment Kg 4.50 55.00 247.50
DSR 2216Carriage of stone blocks white & red sand stone
& kota stone slabTonne 0.67 94.80 63.52
DSR 0124 Mason (brick layer) 2nd class day 3.60 399.00 1,436.40
DSR 0114 Beldar day 3.60 329.00 1,184.40
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 7.00 363.00 2,541.00
DSR 9999 Sundries including carriage of lime etc LS 174.98 1.78 311.46
11,333.90
113.34
11,447.23
1,717.09
13,164.32
1,316.43
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)
thick lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) and jointed with lime slurry mixed with
pigment to match the shade of the slabs, including rubbing and polishing complete.
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
4/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
7.4
DSR 11.23.1
20mm laterite stone = 10.00sqm. Add for
wastage 15% = 1.50sqm. Total = 11.50sqm
M Rate Laterite stone Sqm 11.50 1,050.00 12,075.00
3.5Base lime mortar of 20mm thick 1:2(1lime:2
coarse sand)Cum 0.22 6,326.13 1,417.05
3.5Joint lime mortar of 20mm thick 1:2(1lime:2
coarse sand)Cum 0.06 6,326.13 354.26
DSR 9999 Carriage of stone LS 26.91 1.78 47.90
DSR 0124 Mason (brick layer) 2nd class day 3.60 399.00 1,436.40
DSR 0114 Beldar day 3.60 329.00 1,184.40
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 7.00 363.00 2,541.00
DSR 9999 Sundries LS 174.98 1.78 311.46
19,762.28
197.62
19,959.90
2,993.99
22,953.89
Laterite stone flooring with 19 mm thick Laterite stone as per sample of Laterite approved by
Engineer‐in‐Charge, over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2 coarse sand)
laid and jointed withlime slurry including rubbing and polishing complete
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
2,295.39
7.5
7.5.1
DSR 11.28.1
DSR 1164 Red sand stone slab 40 mm thick (Undressed) Sqm 11.00 180.00 1,980.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.25 6,326.13 1,581.53
Red Sand stone
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1
lime: 2 coarse sand) with joints finished flush.
MATERIAL:
LABOUR
Cost of 1 Sqm
Details of cost for 10 sqm
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
5/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason Brick I Class day 3.72 435.00 1,618.20
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 0.66 329.00 217.14
DSR 0114 Bhisti day 0.32 363.00 117.61
DSR 9999 Sundries LS 10.79 1.78 19.21
6,073.48
60.73
6,134.21
920.13
7,054.34
705.43
7.5.2
DSR 11.28.2
DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.25 6,326.13 1,581.53
DSR 0123 Mason Brick I Class day 3.72 435.00 1,618.20
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
White Sand stone
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Details of cost for 10 sqm
MATERIAL:
Total
Add water charges 1%
Total
LABOUR
y ,
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 0.66 329.00 217.14
DSR 0114 Bhisti day 0.32 363.00 117.61
DSR 9999 Sundries LS 10.79 1.78 19.21
6,293.48
62.93
6,356.41
953.46
7,309.87
730.99
7.6
7.6.1
DSR 11.29.1
DSR 1164 Red sand stone slab 40 mm thick (Undressed) Sqm 11.00 180.00 1,980.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
iii. For Pointing 0.02
3.5 Lime mortar 1:3 (1 Lime: 2 Coarse sand) 0.27 6,326.13 1,727.03
Red Sand stone
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1
lime: 2 coarse sand), including pointing with lime mortar 1:2 (1 lime : 2 coarse sand) with an
admixture of pigment to match the shade of stone.
6/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason Brick I Class day 4.68 435.00 2,035.80
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 1.68 329.00 552.72
DSR 0114 Bhisti day 0.66 363.00 239.58
DSR 9999 Sundries LS 26.91 1.78 47.90
7,122.82
71.23
7,194.05
1,079.11
8,273.15
827.32
7.6.2
DSR 1165 white sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
iii. For Pointing 0.02
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.27 6,326.13 1,727.03
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
LABOUR
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
( ) , ,
DSR 0123 Mason Brick I Class day 4.68 435.00 2,035.80
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 1.68 329.00 552.72
DSR 0114 Bhisti day 0.66 363.00 239.58
DSR 9999 Sundries LS 26.91 1.78 47.90
7,342.82
73.43
7,416.25
1,112.44
8,528.68
852.87
7.7
7.7.1
DSR 11.28.1
DSR 1164 Red sand stone slab 40 mm thick (Undressed) Sqm 11.00 180.00 1,980.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)
i. For bedding 0.22
ii. For Joining 0.03
3.3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)0.25 6,088.63 1,522.16
Red Sand stone
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1
lime: 1 surkhi:1coarse sand) with joints finished flush.
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
7/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason Brick I Class day 3.72 435.00 1,618.20
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 0.66 329.00 217.14
DSR 0114 Bhisti day 0.32 363.00 117.61
DSR 9999 Sundries LS 10.79 1.78 19.21
6,014.10
60.14
6,074.24
911.14
6,985.38
698.54
7.7.2
DSR 11.28.1
DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
sand)
i. For bedding 0.22
ii. For Joining 0.03
3 3Lime mortar 1:1:1 (1 Lime:1surkhi:1 Coarse
0 25 6 088 63 1 522 16
Add water charges 1%
Total
Add CPOH @ 15%
LABOUR
Cost of 10 Sqm
Cost of 1 Sqm
White Sand stone
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total
Total = 11.00 sqm
3.3(
sand)0.25 6,088.63 1,522.16
DSR 0123 Mason Brick I Class day 3.72 435.00 1,618.20
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 0.66 329.00 217.14
DSR 0114 Bhisti day 0.32 363.00 117.61
DSR 9999 Sundries LS 10.79 1.78 19.21
6,234.10
62.34
6,296.44
944.47
7,240.91
724.09
7.8
7.8.1
DSR 11.30.1
DSR 1164 Red sand stone slab 40 mm thick (Indressed) Sqm 11.00 180.00 1,980.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
Red Sand stone
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2
coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 coarse sand)
admixed with pigment to match the shade of stone and pointing with same mortar
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
LABOUR
8/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
iii. For Pointing 0.02
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.27 6,326.13 1,727.03
DSR 0123 Mason Brick I Class day 4.68 435.00 2,035.80
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 1.68 329.00 552.72
DSR 0114 Bhisti day 0.66 363.00 239.58
DSR 9999 Sundries LS 26.91 1.78 47.90
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 363.00 224.33
DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80
7,692.95
76.93
7,769.88
1,165.48
8,935.36
893.54
7.8.2
DSR 11.30.2
DSR 1165 White sand stone slab 40 mm thick (Indressed) Sqm 11.00 200.00 2,200.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
White Sand stone
Details of cost for 10 sqm
Finished work = 10sqm
Add water charges 1%
MATERIAL:
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Total
LABOUR
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
( )
i. For bedding 0.22
ii. For Joining 0.03
iii. For Pointing 0.02
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.27 6,326.13 1,727.03
DSR 0123 Mason Brick I Class day 4.68 435.00 2,035.80
DSR 0100 Bandhani day 1.32 363.00 479.16
DSR 0115 Coolie day 1.68 329.00 552.72
DSR 0114 Bhisti day 0.66 363.00 239.58
DSR 9999 Sundries LS 26.91 1.78 47.90
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 0.62 363.00 224.33
DSR 0013 Machine for rubbing of floors day 0.99 350.00 345.80
7,912.95
79.13
7,992.08
1,198.81
9,190.89
919.09
7.9
DSR 11.3.1
DSR 0295Stone Aggregate (Single size) : 20 mm nominal
sizeCum 0.27 1,175.00 313.73
Details of cost for 10 sqm
40mm thick red oxide flooring under layer 0f 30mm thick cement concrete 1:2:4(1cement:2 coarse
sand: 4 graded stone aggregate 12.5 mm nominal size) and top layer of 10mm thick plaster of
cement red oxide mix( using 3.5 kg of red oxide of iron per 50 kg of cement) 1:3 (1 cement : 3
coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion
including cement slurry, rounding off egdes, strips, etc but excluding the cost of nosing of steps.
complete
Total
Add water charges 1%
Total
Cost of 1 Sqm
Cost of 10 Sqm
Add CPOH @ 15%
LABOUR
MATERIAL:
9/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0297Stone Aggregate (Single size) : 20 mm nominal
sizeCum 0.09 1,175.00 104.58
DSR 2202Carriage of stone aggregate below 40 mm
nominal sizeCum 0.36 106.64 37.96
DSR 0982 Coarse sand (zone III) Cum 0.18 1,200.00 213.60
DSR 2203 Carriage of coarse sand Cum 0.18 106.64 18.98
DSR 0367 Portland Cement tonne 0.17 6,300.00 1,071.00
DSR 2209 Carriage of cement tonne 0.17 94.80 16.12
DSR 0875 Red oxide Kg 15.00 75.00 1,125.00
DSR 0123 Mason 1st class day 1.40 435.00 609.00
DSR 0114 Beldar day 2.45 329.00 806.05
DSR 0101 Bhisti day 1.82 363.00 660.66
DSR 0127Driver (for Road Roller, Concrete Mixer Truck
etc.)day 0.05 435.00 22.84
DSR 0002Hire charges of Concrete Mixer 0.25 to 0.40
cum with Hopperday 0.03 800.00 24.00
DSR 9999 Sundries LS 40.43 1.78 71.97
5,095.47
50.95
5,146.43
771.96
5,918.39
591.84
7.10
Add water charges 1%
Total
Add CPOH @ 15%
Red oxide plastering (up to 30cm height) with cement mortar 1:3( 1 cement : 3 coarse sand)
finished with a floating coat of neat cement including rounding of junctions with floor
Cost of 10 Sqm
Cost of 1 Sqm
LABOUR
Total
DSR 11.6.1 Details of cost for 10 sqm
DSR 3.8Cement mortar 1:3 = 0.205 cum+Add for
rounding corners = 0.030 cum = 0.235Cum 0.24 4,347.70 1,021.71
DSR 0367 Portland Cement tonne 0.02 6,300.00 126.00
DSR 2209 Carriage of cement tonne 0.02 94.80 1.90
DSR 0875 Red oxide Kg 22.00 75.00 1,650.00
DSR 0123 Mason 1st class day 3.29 435.00 1,431.15
DSR 0115 Coolie day 3.29 329.00 1,082.41
DSR 0101 Bhisti day 0.95 363.00 343.04
DSR 9999 Sundries LS 19.76 1.78 35.17
5,691.37
56.91
5,748.29
862.24
6,610.53
661.05
7.11
DSR 11.3.1
4.4 Lime Concrete Sqm 1.20 823.57 988.29
3.5 Lime Mortar 1:2 (1 Lime: 2 Coarse sand) Cum 0.01 6,326.13 75.91
3.6 Lime Mortar 1:2 (1 Lime: 2 Fine sand) Cum 0.01 7,745.50 92.95
Details of cost for 1 sqm
Cost of 10 Sqm
Cost of 1 Sqm
MATERIAL:
Laying lime flooring‐Providing and laying lime concrete(1 lime:2 Coarse Sand) up to 100mm
thickness tamping and compacting properly which is follwed by laying of Lime mortar 1:2 (1 lime:
2 Fine Sand) up to a thickness of 20mm.Rework to be done till the desired smoothness on the
surface
LABOUR
Total
Add water charges 1%
Total
finished with a floating coat of neat cement including rounding of junctions with floor.
MATERIAL:
Add CPOH @ 15%
10/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason 1st class day 0.41 435.00 179.44
DSR 0115 Coolie day 0.15 329.00 49.35
DSR 0101 Bhisti day 0.74 363.00 269.53
DSR 9999 Sundries LS 19.76 1.78 35.17
1,690.63
16.91
1,707.54
256.13
1,963.67
7.12
DSR 11.29.1
M Rate Heritage Floor tiles Sqm 11.00 2,044.40 22,488.40
DSR 9999 Carriage LS 34.06 1.78 60.63
3.5 Lime mortar 1:2 (1 Lime:2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.5 Lime mortar 1:2 (1 Lime:2 Coarse sand) 0.25 6,326.13 1,581.53
DSR 0123 Mason Brick I Class day 4.68 435.00 2,035.80
DSR 0100 Bandhani day 1.32 363.00 479.16
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
LABOUR
Heritage floor tiles over 20 mm (average) thick base of lime mortar 1:2 (1 lime: 2 coarse sand)
with joints finished flush.Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 0115 Coolie day 1.68 329.00 552.72
DSR 0114 Bhisti day 0.66 363.00 239.58
DSR 9999 Sundries LS 26.91 1.78 47.90
27,485.72
274.86
27,760.58
4,164.09
31,924.66
3,192.47
7.13
DSR 11.29.1
M Rate Heritage Floor tiles Sqm 11.00 1,614.00 17,754.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:2 (1 Lime: 2 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) 0.25 6,326.13 1,581.53
DSR 0123 Mason Brick I Class day 5.07 393.00 1,992.51
DSR 0100 Bandhani day 1.43 328.00 469.04
DSR 0115 Coolie day 1.43 297.00 424.71
DSR 0114 Bhisti day 1.43 328.00 469.04
DSR 9999 Sundries LS 1.43 1.70 2.43
22,753.89
227.54
Cost of 10 Sqm
Cost of 1 Sqm
Total
Add water charges 1%
Total
Add CPOH @ 15%
LABOUR
Heritage Skirting tiles over 20 mm (average) thick base of lime mortar 1:2 (1 lime: 2 coarse sand)
with joints finished flush.
Details of cost for 10 sqm
MATERIAL:
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
Total
Add water charges 1%
11/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
22,981.43
3,447.21
26,428.64
2,642.86
7.14
DSR 11.1.1
DSR 2602Common burnt clay F.P.S. (non modular) brick
class designation 7.5
1000
Nos565.00 4,500.00 2,542.50
DSR 2201 Carriage of bricks1000
Nos565.00 284.39 160.68
3.3 Base lime mortar 1:1:1 cum 0.43 6,088.63 2,642.46
DSR 0124 Mason (brick layer) 2nd class day 1.30 399.00 517.10
DSR 0114 Beldar day 0.30 329.00 98.70
DSR 0115 Coolie day 1.94 329.00 639.58
DSR 0101 Bhisti day 0.32 363.00 117.61
6,718.64
67.19
6,785.82
1,017.87
7,803.70
780.37
Cost of 1 Sqm
Total
Add CPOH @ 15%
Cost of 10 Sqm
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm lime mortar 1:1:1 (1
lime: 1 surkhi: 1 coarse sand), including filling the joints with same mortar, with common burnt
clay non modular bricks:
Details of cost for 10 sqm
MATERIAL:
LABOUR
Total
Add water charges 1%
7.15
DSR 11.26
DSR 1168Rajula stone slab 70 mm thick including 15%
wastageSqm 11.50 80.00 920.00
3.3Base lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.22 6,088.63 1,363.85
3.3Pointing lime mortar of 20mm thick
1:1:1(1lime:1surkhi:1 coarse sand)Cum 0.16 6,088.63 954.70
DSR 0874 Matching shade pigment Kg 4.50 55.00 247.50
DSR 2216 Carriage of stone blocks Tonne 0.67 94.80 63.52
DSR 0124 Mason (brick layer) 2nd class day 1.44 399.00 574.56
DSR 0114 Beldar day 1.20 329.00 394.80
DSR 0115 Coolie day 1.20 329.00 394.80
DSR 0139 Skilled Beldar (for floor rubbing etc.) day 5.00 363.00 1,815.00
DSR 0013 Machine for rubbing of floors day 4.00 350.00 1,400.00
DSR 9999 Sundries including carriage of lime etc LS 208.13 1.78 370.47
8,499.20
84.99
8,584.19
1,287.63
9,871.82
987.18
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
70mm thk Rajula stone (lime stone) slab flooring over 20 mm (average) thick base laid over and
jointed with lime slurry mixed with pigment to match the shade of the slab, including rubbing and
polishing complete with base of lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand)
Details of cost for 10 sqm
MATERIAL:
LABOUR ( for finishing, polishing and fixing)
Total
12/RA‐7
INTACH SCHEDULE OF RATES
JANUARY 2016
8.1
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 12.20 Detail of cost for 10 Sqm
DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12150.00 1,944.00
DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30
3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) for bedding Cum 0.224 7,745.50 1,734.99
3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) for pointing Cum 0.037 7,745.50 286.58
M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00
DSR0123 Mason (brick layer) 1st class day 0.72 435.00 313.20
DSR 0114 Beldar day 3.12 329.00 1,026.48
DSR 9999 Sundries LS 14.3 1.78 25.45
5,378.01
53.78
5,431.79
814 77
Providing and laying Flat brick/ Terracota tiles on roofs grouted with lime mortar 1:2(1 lime: 2 fine
sand) mixed with 5% crude oil by weight of lime, over 20mm layer of lime mortar 1:2 (1 lime: 2 fine
sand)
MATERIAL:
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
8.0 ROOFING
814.77
6,246.56
624.66
8.2
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 12.20 Detail of cost for 10 Sqm
DSR 15.26
Demolishing brick tile covering in terracing including
stacking of serviceable material and disposal of
unserviceable material within 50 metres lead
Sqm 10.5 36.95 387.975
4.6Lime concrete with 25mm size brick aggregate and
50% lime mortar 1:2 (1lime:2 Surkhi)Cum 0.075 9,186.44 688.98
DSR7266 Pressed clay tiles 20mm thick 250x250 mm size 1000 Nos 160 12,150.00 1,944.00
DSR2207 Carriage of brick tiles 1000 Nos 160 170.63 27.30
3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.224 7,745.50 1,734.99
3.6 Lime mortar 1:2 (1 lime: 2 Fine Sand) Cum 0.037 7,745.50 286.58
M Rate 5 % crude oil by weight of lime Kg 0.2 100.00 20.00
DSR0123 Mason (brick layer) 1st class day 0.72 435.00 313.20
DSR 0114 Beldar day 3.12 329.00 1,026.48
DSR 9999 Sundries LS 14.3 1.78 25.45
Removing brick tiles from 50 to 60cm thick lime terrace and relaying an average thickness 7.5cm laid
to fall with 25mm nominal size brick aggregate and 50% lime mortar 1:2 (1 Lime putty:2 Surkhi)
rammed and finished with gur and belgiri treatment complete and covered with brick tiles of class
designation 100 to 50 mm thick and grouted with lime mortar 1:2(1 Lime: 2 Fine sand) with 5% crude
oil by weight of lime over 20mm layer of lime mortar 1:2 (1 lime : 2 fine sand)
Cost of 10 Sqm
Cost of 1 Sqm
Add CPOH @ 15%
MATERIAL:
LABOUR
1/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
6,454.97
64.55
6,519.52
977.93
7,497.45
749.74
8.3
Code Description Unit Quantity Rate in RsAmount in
Rs
M Rate Tiles average size of 200mmx125mmx6mm 1000 Nos 1276 3,000.00 3,828.00
DSR 2207 Carriage of country tiles 1000 Nos 1276 170.63 217.72
DSR 0305
Bamboo Battens 25mm 3.3 M long No 12.00 462.00 5,544.00
M Rate Fibre rope Kg 1.00 50.00 50.00
DSR 1219 Iron Nails Kg 1.00 65.00 65.00
DSR 0859 Oil type wood preservative lit 2 150.00 300.00
DSR 0123 Mason 1st class day 5.00 435.00 2,175.00
DSR 0114 Beldar day 5.00 435.00 2,175.00
MATERIAL:
Bamboo Battens 25mm 2.5 M long =350
Bamboo Battens 25mm 3.3 M long =Rs.462
Providing & fixing on roof Country clay tile of 6 mm nominal thickness and of approved size and as
per approved pattern on bamboo frame work complete
Total
Add water charges 1%
Add CPOH @ 15%
Cost of 10 Sqm
Total
Details of cost for 12.76 Sqm
Bamboo Battens 25mm 1 M long =Rs.140
Labour ‐ Fixing Battens
Cost of 1 Sqm
DSR 0123 Mason 1st class day 3.00 435.00 1,305.00
DSR 0114 Beldar day 3.00 435.00 1,305.00
DSR 9999 Sundries L.S 13.00 1.78 23.14
16,987.86
169.87864
17,157.74
2573.6614
19,731.40
1546.3483
8.4
Code Description Unit Quantity Rate in RsAmount in
Rs
Details of cost for 12 Sqm (2.4mx5m)
DSR 1007 Rolled steel Joists of 160mmx60mm size Quintal 6.92 4,636.00 32,081.12
DSR 2207 Carriage of steel Tonne 0.692 94.80 65.60
DSR 5.9.9
Centering and shuttering including strutting, propping
etc. and removal Centering and shuttering including
strutting, propping etc. and removal Arches, domes,
vaults up to 6 m span
Sqm 16.00 1,006.65 16,106.40
5.10
Brick work in gauged arches for span up to 6 metres
with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in lime mortar 1:1:1 (1 lime : 1
surkhi: 1 fine sand).
Cum 1.34 9,646.04 12,964.28
DSR 1002 Tie rod Kg 4.40 4,500.00 19,800.00
Total
Add water charges 1%
Labour ‐ Laying Tiles
Cost of 1 Sqm
Construction of Jack arched roof using Rolled steel joists, fired clay bricks with composite lime mortar
mix recommended by UNESCO
MATERIAL:
Add CPOH @ 15%
Cost of 12.76 Sqm
Total
2/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
3.9.1Composite mix (8:1) with lime mortar 3:4:8 (3 Slaked
lime: 4 Coarse sand: 8 SurkhiCum 1.08 7,744.46 8,326.84
DSR 9999 Sundries LS 125 1.78 222.50
DSR 0123 Mason 1st class day 5.50 435.00 2,392.50
DSR 0115 Coolie day 10.00 329.00 3,290.00
DSR 9999 Sundries L.S 58.00 1.78 103.24
87,025.64
870.25639
87,895.90
13184.384
101,080.28
10108.028
8.5
Lime Sand stone
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR
12.23.1.1
Cost of 10 Sqm
Add CPOH @ 15%
Details of cost for 10 sqm
MATERIAL:
Total
Add wastage 10% =1.00sqm
Total = 11 00 sqm
Cost of 1 Sqm
Total
Add water charges 1%
Providing Lime stone slab for roofing and laying them in Lime mortar 1:2 over wooden karries or
R.C.C. battens or structural steel sections (karries or battens or structural steel sections to be
separetely), including pointing the ceiling joints with lime mortar 1:2 complete:
Finished work = 10sqm
M Rate Lime stone slab (75mm thick) sqm 11.00 390.80 4,298.80
DSR 2216 Carriage of stone slabs tonne 1.27 94.80 120.40
3.5 Lime mortar 1:2 (1 Lime: 2 Coarse sand) cum 0.0095 6,326.13 60.10
3.5 Lime mortar for grouting 1:2 (1 Lime: 2 Coarse sand) cum 0.0075 6,326.13 47.45
DSR 0155 Mason (average) day 1.824 417.00 760.61
DSR 0100 Bandhani day 2.184 363.00 792.79
DSR 0115 Coolie day 1.824 329.00 600.10
DSR 0101 Bhisti day 0.36 363.00 130.68
DSR 9999 Sundries LS 16.12 1.78 28.69
6,839.61
68.40
6,908.01
1,036.20
7,944.21
794.42
8.6
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR
11.30.1
3.5 Lime Mortar as a filling material between the pots Cum 0.017 6,326.13 107.54
M Rate Burnt Earthern Pots No 50 12.00 600.00
Add water charges 1%
Labour
Total = 11.00 sqm
Roofing with pot‐Providing and laying burnt earthern pots over and between lime concrete/mud
mortar using pots of max dia 150mm to 200 mm and pack the gaps between pots with Lime Mortar
(1:2)
Details of cost for 1 sqm
Total
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
MATERIAL:
3/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0123 Mason Brick I Class day 0.3 435.00 130.50
DSR 0100 Bandhani day 0.13 363.00 47.19
DSR 0115 Coolie day 0.17 329.00 55.93
DSR 0114 Bhisti day 0.06 363.00 21.78
DSR 9999 Sundries LS 12 1.78 21.36
984.30
9.84
994.15
149.12
1,143.27
8.7
Code Description Unit Quantity Rate in RsAmount in
Rs
4.9Lime concrete using 50% lime surkhi mortar (1:2) with
12 mm brick aggregateCum 0.06 9,147.70 514.55818
9.4.2 15 mm thk. Lime Surkhi Plaster (1:2) Sqm 1.18 1,363.30 1605.2909
DSR 0155 Mason (average) day 0 0972 417 00 40 5324
Add CPOH @ 15%
Cost of 1 Sqm
Labour
Total
Total
MATERIAL:
Labour
Providing and Making Gola (batta)in lime concrete using 50% lime surkhi / sand mortar 1:2 with
12mm brick aggregate, along joints of wall and terrace finished with lime surkhi mortar 1:2 plaster
with gur, gugal, methi etc as per traditional practice in concave /approved shape of (size
75mmx75mm)
Add water charges 1%
Details of cost for 10 metre
DSR 0155 Mason (average) day 0.0972 417.00 40.5324
DSR 0115 Coolie day 0.1212 329.00 39.8748
DSR 0101 Bhisti day 0.0396 363.00 14.3748
DSR 9999 Sundries L.S. 1.43 1.78 2.5454
2,217.18
22.17
2,239.35
335.90
2,575.25
257.53
8.8
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 12.22
4.1.3
Lime Concrete with graded stone aggregate 20mm
nominal size and mortar comprising of 1 Slaked lime
:3 surkhi : 6 coarse sand
cum 0.02 10,244.62 207.45362
DSR 3002 Polyvinyle chloride sheet 400 micron thick sqm 1.0000 40.00 40
3.5 Lime mortar 1:2 (1 Slaked lime : 2 Coarse sand) cum 0.0041 6,326.13 25.937114
DSR 0155 Mason (average) day 0.047 417.00 19.70325
DSR 0115 Coolie day 0.047 329.00 15.54525
Total
Add water charges 1%
MATERIAL:
Total
Add CPOH @ 15%
Cost of 10 metre
Cost of 1 metre
Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete 1:3:6 (1 Slaked
lime :3 surkhi : 6 coarse sand) with graded stone aggregate 20mm nominal size over PVC sheet 1m x
1m x 400 micron, finished with 12mm lime plaster 1:2 (1 Slaked lime : 2 Coarse sand), rounding the
edges and making and finishing the outlet complete.
Details of cost for 1 no.
Labour
4/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0101 Bhisti day 0.012 363.00 4.2471
DSR 9999 Sundries L.S. 13.788 1.78 24.542284
337.43
3.37
340.80
51.12
391.92
8.9
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 14.13
LABOUR
DSR 0123 Mason First Class day 0.54 435.00 234.90
DSR 0114 Beldar day 0.54 329.00 177.66
DSR 0155 Mason First Class day 0.27 435.00 117.45
Regrading terracing of mud phaska covered with tiles or brick, in lime by dismantling tiles or bricks,
removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster
gobri leaping and tiles or bricks, grouted in lime mortar 1:2 (1 lime : 2 fine sand), including replacing
unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping
ground (the cost of the new tiles or brick excluded) within 50 metres lead.
Details of cost of 10 Sqm
MATERIAL
(i) Dismantling tiles/bricks in lime mortar including removing mud plaster and cleaning the tiles/bricks
(ii) Preparing the surface, for mud phuska to proper slope, relaying mud plaster gobri leeping
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of each
DSR 3.12 Mud mortar Cum 0.24 838.30 201.19
DSR 0308 Bhusa Quintal 0.08 500.00 42.00
Gobri mortar
DSR 3.12 Mud mortar Cum 0.12 838.30 100.60
LABOUR
DSR 0114 Beldar day 0.25 329.00 82.25
3.6 lime mortar 1:2 (1 lime: 2 fine sand) Cum 0.09 7,745.50 708.71
DSR 0123 Mason First Class day 1.80 435.00 783.00
DSR 0114 Beldar day 2.25 329.00 740.25
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 9999 Disposal for mulba LS 15.00 1.78 26.70
DSR 9999 Sundries LS 155.00 1.78 275.90
4,035.11
40.35
4,075.46
611.32
4,686.78
468.68
8.10
Cost of 1 Sqm
Removing brick tiles in 5 to 6 cm thick lime terracing from existing roof and relaying an average
thickness 7.5 cm laid to fall with 25mm nominal brick size aggregate and 50% lime mortar 1:2 (lime
putty : 2surkhi) rammed and finished with gur and belgiri treatment complete and covered with flat
brick tiles of class designation 100 and grouted with lime mortar 1:3(1 lime : 3 fine sand) mixed with
2% of integral water proofing compound by weight of lime, over 12mm layer of lime mortar
1:3(1lime:3 fine sand) or 25mm thick lime surkhi mortar 1:1:1(1 lime:1 surkhi:1fine sand) including
filling the joints in rich lime mortar mixed with water proofing compound and pigment to match the
shade and finished neat.
(iii) relaying tiles/bricks including lime mortar 1:3 (1 lime: 3 fine sand) for grouting
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
MATERIAL
5/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 14.13
LABOUR
13.1.2 (i) Removing Brick tiles from existing roof Sqm 10.00 69.64 696.36
(ii) Preparing the surface, for lime mortar to proper
slope, relaying lime mortar 1:2 (1lime putty: 2 Surkhi)
DSR 0123 Mason First Class day 0.35 435.00 152.25
Lime mortar 1:2 (1 lime: 2surkhi) Cum 1.01 5,809.72 5,882.34
8.2Flat brick/ terracotta tiles with lime mortar 1:2 (1 lime:
2 fine sand)Sqm 10.50 749.74 7,872.32
DSR 9999 Disposal for mulba LS 35.00 1.78 62.30
DSR 9999 Sundries LS 125.00 1.78 222.50
14,888.07
148.88
15,036.95
2,255.54
17,292.49
1,729.25
8.11
8 11 1 R d/ Whi S d
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Replacing Red/white sand stone slabs in roofing, laid in lime mortar 1:2 (1 lime : 2 coarse sand),
Details of cost of 10 Sqm
MATERIAL
(iii) relaying tiles/bricks including lime mortar 1:2 (1 lime: 2 fine sand) for grouting
Total
8.11.1
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 14.14
LABOUR
Dismantling existing stone, slabs roofing 1x10.00
sqmx0.05m = 0.50 cum
DSR 0114 Beldar day 0.95 329.00 312.55
DSR 0115 Coolie day 0.45 329.00 148.05
DSR 9999 Sundries LS 25.00 1.78 44.50
DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.78 97.90
DSR 1174Red sand stone slab 45 mm to 50 mm thick (un‐
dressed)Sqm 11.00 175.00 1,925.00
DSR 2216Carriage of stone blocks white & red sand stone &
kota stone slabSqm 1.39 94.80 131.91
3.5 Lime mortar 1:2(1lime:2 coarse sand) Cum 0.11 6,326.13 708.53
LABOUR
DSR 0123 Mason First class day 3.50 435.00 1,522.50
DSR 0100 Bandhani day 4.00 363.00 1,452.00
DSR 0115 Coolie day 3.50 329.00 1,151.50
DSR 0101 Bhisti day 1.50 363.00 544.50
DSR 9999 Sundries LS 125.00 1.78 222.50
DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32
8,314.76
83.15
8,397.91
1,259.69Add CPOH @ 15%
Red/ White Sand stone
Details of cost of 10 Sqm
MATERIAL
Total
Add water charges 1%
Total
6/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
9,657.59
965.76
8.11.2
Code Description Unit Quantity Rate in RsAmount in
Rs
DSR 14.14
LABOUR
Dismantling existing stone, slabs roofing 1x10.00
sqmx0.05m = 0.50 cum
DSR 0114 Beldar day 0.95 329.00 312.55
DSR 0115 Coolie day 0.45 329.00 148.05
DSR 9999 Sundries LS 25.00 1.78 44.50
DSR 9999 Cleaning the surface including necessary repairs LS 55.00 1.78 97.90
DSR 7296Granite of any colour, 30 mm thick (slab area upto
0.50 sqm)Sqm 11.00 2,300.00 25,300.00
DSR 2216 Carriage of stone blocks Sqm 1.39 94.80 131.91
3.5 Lime mortar 1:2(1lime:2 coarse sand) Cum 0.11 6,326.13 708.53
LABOUR
DSR 0123 Mason First class day 0.85 435.00 369.75
DSR 0100 Bandhani day 1.00 363.00 363.00
DSR 0115 Coolie day 0.75 329.00 246.75
DSR 0101 Bhi i d 0 50 363 00 181 50
Cost of 10 Sqm
Cost of 1 Sqm
Granite/ Marble stone
Details of cost of 10 Sqm
MATERIAL
DSR 0101 Bhisti day 0.50 363.00 181.50
DSR 9999 Sundries LS 98.00 1.78 174.44
DSR 2264 Carriage of rubbish Cum 0.50 106.64 53.32
28,132.20
281.32
28,413.52
4,262.03
32,675.55
3,267.56
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
7/RA‐8
INTACH SCHEDULE OF RATES
JANUARY 2016
9.1
9.1.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.5 Lime mortar1: 2(1 Lime:2 coarse sand) Cum 0.024 6,326.13 151.83
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,225.35
12.25
1,237.61
185.64
1,423.25
9.1.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
15mm Thickness
Details of cost for 1 Sqm.
9.0 FINISHES
Lime plaster 1:2 (1 slaked lime : 2 coarse sand)
Total
Add water charges 1%
Total
Add CPOH @ 15%
MATERIAL:
LABOUR
20mm Thickness
Details of cost for 1 Sqm.
Cost of 1 Sqm
3.5 Lime mortar1: 2(1 Lime:2 coarse sand) Cum 0.018 6,326.13 113.87
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,187.40
11.87
1,199.27
179.89
1,379.16
9.1.3
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.5 Lime mortar1: 2(1 Lime:2 coarse sand) Cum 0.0144 6,326.13 91.10
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,164.62
11.65
1,176.27
176.44
Total
Add CPOH @ 15%
Cost of 1 Sqm
12mm Thickness
Total
Add water charges 1%
MATERIAL:
LABOUR
Total
Add CPOH @ 15%
Details of cost for 1 Sqm.
MATERIAL:
LABOUR
Total
Add water charges 1%
1/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
1,352.71
9.2
9.2.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.2Lime mortar1:1:1 (1 Lime:1 surkhi:1 fine
sand) Cum 0.024 7,209.03 173.02
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,246.54
12.47
1,259.01
188.85
1,447.86
9.2.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
Lime plaster 1:1:1 (1 slaked lime :1 surkhi: 1 fine sand)
Details of cost for 1 Sqm.
15mm Thickness
Total
Add water charges 1%
Total
MATERIAL:
Cost of 1 Sqm
Cost of 1 Sqm
Add CPOH @ 15%
LABOUR
20mm Thickness Double Coat
Details of cost for 1 Sqm.DSR 13.1.1
3.2Lime mortar1:1:1 (1 Lime:1 surkhi:1 fine
sand) Cum 0.017 7,209.03 124.36
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,197.88
11.98
1,209.86
181.48
1,391.34
9.2.3
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.2Lime mortar1:1:1 (1 Lime:1 surkhi:1 fine
sand) Cum 0.014 7,209.03 99.48
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,173.01
11.73
1,184.74
Add water charges 1%
LABOUR
12mm Thickness
Total
Cost of 1 Sqm
MATERIAL:
Add CPOH @ 15%
Add water charges 1%
f f q
MATERIAL:
LABOUR
Total
Total
Details of cost for 1 Sqm.
Total
2/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
177.71
1,362.45
9.3
9.3.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.7Lime mortar 1:2:1 (1 slaked lime: 2
coarse sand:1 surkhi)Cum 0.024 6,054.27 145.30
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,218.83
12.19
1,231.02
184.65
1,415.67
9.3.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13 1 1 Details of cost for 1 Sqm
Details of cost for 1 Sqm.
Cost of 1 Sqm
15mm Thickness
Lime plaster 1:2 :1(1 lime putty : 2 coarse sand:1surkhi)
Total
Cost of 1 Sqm
Add CPOH @ 15%
Add CPOH @ 15%
LABOUR
20mm Thickness
MATERIAL:
Add water charges 1%
Total
DSR 13.1.1
3.7Lime mortar 1:2:1 (1 slaked lime: 2
coarse sand:1 surkhi)Cum 0.018 6,054.27 108.98
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,182.50
11.83
1,194.33
179.15
1,373.48
9.3.3
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.7Lime mortar 1:2:1 (1 slaked lime: 2
coarse sand:1 surkhi)Cum 0.0144 6,054.27 87.18
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,160.71
11.61
Details of cost for 1 Sqm.
Total
MATERIAL:
Add CPOH @ 15%
Add water charges 1%
Total
Cost of 1 Sqm
Total
Add water charges 1%
MATERIAL:
LABOUR
12mm Thickness
Details of cost for 1 Sqm.
LABOUR
3/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
1,172.32
175.85
1,348.16
9.4
9.4.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.4 Lime plaster 1:2 (1 lime putty : 2 surkhi) Cum 0.024 5,809.72 139.43
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,212.96
12.13
1,225.09
183.76
1,408.85
9.4.2
Code Description Unit Quantity Rate in Rs Amount in Rs
MATERIAL:
Lime plaster 1:2 (1 lime putty : 2 surkhi)
20mm Thickness
Details of cost for 1 Sqm.
Add CPOH @ 15%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Cost of 1 Sqm
LABOUR
Total
Add water charges 1%
Total
15mm Thickness
p Q y
DSR 13.1.1
3.4 Lime plaster 1:2 (1 lime putty : 2 surkhi) Cum 0.017 5,809.72 100.22
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,173.74
11.74
1,185.48
177.82
1,363.30
9.4.3
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.4 Lime plaster 1:2 (1 lime putty : 2 surkhi) Cum 0.014 5,809.72 80.17
DSR 0123 Mason First Class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 0101 Bhisti day 1.10 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,153.70
Total
Total
Add water charges 1%
12mm Thickness
Add CPOH @ 15%
Details of cost for 1 Sqm.
MATERIAL:
LABOUR
MATERIAL:
Details of cost for 1 Sqm.
LABOUR
Cost of 1 Sqm
Total
4/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
11.54
1,165.24
174.79
1,340.02
9.5
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.1.1
3.3Lime mortar1:1:1 (1 Lime1:1 Surkhi : 1
Coarse sand) Cum 0.024 6,088.63 146.13
3.2Lime mortar1:1:1 (1 Lime1:1 Surkhi : 1
Fine sand) Cum 0.024 7,209.03 173.02
DSR 0155 Mason First class day 1.206 435.00 524.61
DSR 0115 Coolie day 1.350 329.00 444.15
DSR 0101 Bhisti day 1.656 363.00 601.13
DSR 9999 Scaffolding and Sundries LS 22.698 1.78 40.40
1,929.43
19.29
1,948.73
292 31
Add water charges 1%
Total
Add CPOH @ 15%
LABOUR
Total
30‐40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1
Surkhi :1 Coarse Sand) and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand)
Details of cost for 1 Sqm.
MATERIAL:
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
292.31
2,241.04
9.6
Code Description Unit Quantity Rate in Rs Amount in Rs
Marble Powder Cum 0.05 1,000.00 50.00
Lime Quintal 0.05 300.00 15.00
DSR 9999 Dal LS 9 1.78 16.02
DSR 9999 Gur & Belgiri LS 15 1.78 26.70
DSR 0155 Mason (Average) day 0.324 417.00 135.11DSR 0115 Coolie day 0.324 329.00 106.60DSR 9999 Scaffolding and Sundries LS 9.672 1.78 17.22
366.64
3.67
370.31
55.55
425.85
9.7
Code Description Unit Quantity Rate in Rs Amount in Rs
3.7 Lime mortar 1:2:1 Cum 0.026 6,054.27 157.41
DSR 0155 Mason (Average) day 0.965 417.00 402.32DSR 0115 Coolie day 1.080 329.00 355.32DSR 0114 Bhisti day 1.325 363.00 480.90
Cost of 1 Sqm
MATERIAL:
LABOUR
DSR 13.18
& ISOR
Total
Add CPOH @ 15%
Cost of 1 Sqm
Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed
by grinding to fine paste for smooth finish
Total
LABOUR
Add CPOH @ 15%
Add water charges 1%
MATERIAL
Plastering of the dome in lime mortar 1:2:1(1 Lime:2 coarse sand:1 surkhi ) up to 20mm
thickness
5/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,422.89
14.23
1,437.12
215.57
1,652.69
9.8
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 13.16
3.11Mud mortar1:3:1 (1 Lime1:3 mud:1
coarse sand) Cum 0.024 4,397.17 105.53
DSR 0123 Mason First class day 0.804 435.00 349.74
DSR 0115 Coolie day 0.900 329.00 296.10
DSR 0101 Bhisti day 1.104 363.00 400.75
DSR 9999 Scaffolding and Sundries LS 15.132 1.78 26.93
1,179.06
11.79
1,190.85
178.63
1,369.48
Total
Add CPOH @ 15%
Cost of 1 Sqm
Add water charges 1%
LABOUR
Total
Total
Add CPOH @ 15%
Cost of 1 Sqm
Mud plaster 1:3:1(1 lime slaked : 3 Mud:1 coarse sand)
20mm Thickness First Coat of 12mm and second coat 8mm in each coat
Details of cost for 1 Sqm.
MATERIAL:
Total
Add water charges 1%
9.9
9.9.1Size 150mm wide and 50mm average
thick
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 1.12 Details of cost for 10m.
3.6Lime plaster 1:2 (1 lime putty : 2 Fine
sand)Cum 0.5 7,745.50 3,872.75
M Rate Bonding Agent (Nitobond SBR) Lit 0.5 400.00 200.00
DSR 0006 Spray Machine for water jet spray day 0.5 250.00 125.00
Labour
M Rate Conservator day 0.05 1,650.00 82.50
DSR 0126Mason (for ornamental stone work) 1 st
classday 2 435.00 870.00
DSR 0114 Beldar day 2.5 329.00 822.50
DSR 0128 Mate day 1 363.00 363.00
DSR 9999 Scaffolding and Sundries LS 100 1.78 178.00
6,513.75
65.14
6,578.89
986.83
Cost of 10 m 7,565.72
756.57
MATERIAL
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 m
Making cornice band with ornamental design as per the conservation Architect's design
with lime plaster (1lime:2 finesand)
ORNAMENTAL PLASTER WORK
6/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
9.9.2Size 100mm wide and 50mm average
thick
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 1.12 Details of cost for 10m.
3.6Lime plaster 1:2 (1 lime putty : 2 Fine
sand)Cum 0.35 7,745.50 2,710.93
M Rate Bonding Agent (Nitobond SBR) Lit 0.35 400.00 140.00
DSR 0006 Spray Machine for water jet spray day 0.35 250.00 87.50
Labour
M Rate Conservator day 0.05 1,650.00 82.50
DSR 0126Mason (for ornamental stone work) 1 st
classday 2 435.00 870.00
DSR 0114 Beldar day 2.5 329.00 822.50
DSR 0128 Mate day 1 363.00 363.00
DSR 9999 Scaffolding and Sundries LS 100 1.78 178.00
5,254.43
52.54
5,306.97
796.05
Cost of 10 m 6,103.02
610.30
Size 75mm wide and 50mm average
Add CPOH @ 15%
Total
Cost of 1 m
MATERIAL
Total
Add water charges 1%
9.9.3Size 75mm wide and 50mm average
thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10m.
3.6Lime plaster 1:2 (1 lime putty : 2 Fine
sand)Cum 0.25 7,745.50 1,936.38
M Rate Bonding Agent (Nitobond SBR) Lit 0.25 400.00 100.00
DSR 0006 Spray Machine for water jet spray day 0.25 250.00 62.50
Labour
M Rate Conservator day 0.05 1,650.00 82.50
DSR 0126Mason (for ornamental stone work) 1 st
classday 2 435.00 870.00
DSR 0114 Beldar day 2.5 329.00 822.50
DSR 0128 Mate day 1 363.00 363.00
DSR 9999 Scaffolding and Sundries LS 100 1.78 178.00
Total 4,414.88
Add water charges 1% 44.15
Total 4,459.02
Add CPOH @ 15% 668.85
Cost of 10 m 5,127.88
512.79
9.10
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 1.13 Details of cost for 10Sqm.
Cost of 1 m
MATERIAL
MATERIAL
Repairing ornamental plaster works to match with the existing design using lime plaster
(1lime putty:1surkhi:1 Fine sand)
7/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
3.2Lime plaster 1:1:1(1 lime putty : 1
Surkhi:1 Fine sand)Cum 0.486 7,209.03 3,503.59
Labour
M Rate Conservator day 1 1,650.00 1,650.00
M Rate Designer for arts day 4 1,000.00 4,000.00
DSR 0126Mason (for ornamental stone work) 1 st
classday 25 435.00 10,875.00
DSR 0114 Beldar day 14 329.00 4,606.00
DSR 0128 Mate day 10 363.00 3,630.00
DSR 9999Scaffolding and Sundries, natural
additivesLS 851 1.78 1,514.78
Total 29,779.37
Add water charges 1% 297.79
Total 30,077.16
Add CPOH @ 15% 4,511.57
Cost of 10 m 34,588.74
3,458.87
9.11
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 7.4 Details of cost for 10Sqm.
Lime mortar 1:1:1 ( 1 Slaked lime:1
MATERIAL
Cost of 1 m
Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the
mortar should be prepared by grinding mill only. The thickness varies from 10mm to
100mm as per design.
3.2Lime mortar 1:1:1 ( 1 Slaked lime:1
surkhi:1 fine sand)Cum 0.0972 7,209.03 700.72
Labour
M Rate Conservator day 2 1,650.00 3,300.00
DSR 0126Mason (for ornamental stone work) 1 st
classday 20 435.00 8,700.00
DSR 0114 Beldar day 20 329.00 6,580.00
DSR 0128 Mate day 1 363.00 363.00
DSR 9999 Scaffolding and Sundries LS 2500 1.78 4,450.00
Total 24,093.72
Add water charges 1% 240.94
Total 24,334.66
Add CPOH @ 15% 3,650.20
Cost of 10 sqm 27,984.85
2,798.49
9.12
9.12.1
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 2.36
Materials
3.2Lime mortar 1:1:1 ( 1 Slaked lime:1
surkhi:1 fine sand) including deep fillingCum 0.03 7,209.03 216.27
Labour
DSR 0123 Mason (brick layer) 1 st class day 1 435.00 435.00
DSR 0115 Coolie day 1.75 329.00 575.75
LIME POINTING
Recessed lime pointing 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)
In Stonework
Details of cost for 10 Sqm.
Cost of 1 sqm
8/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0101 Bhisti day 1.25 363.00 453.75
DSR 9999Sundries for raking out joints, cleaning
etcLS 155.00 1.78 275.90
1,956.67
19.57
1,976.24
296.44
2,272.67
227.27
9.12.2
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 Sqm.
Materials
3.2Lime mortar 1:1:1 ( 1 Slaked lime:1
surkhi:1 fine sand) including deep fillingCum 0.02 7,209.03 144.18
Labour
DSR 0123 Mason (brick layer) 1 st class day 0.92 435.00 400.20
DSR 0115 Coolie day 0.92 329.00 302.68
DSR 0101 Bhisti day 1.67 363.00 606.21
DSR 9999Sundries for raking out joints, cleaning
etcLS 125.00 1.78 222.50
1,675.77
16.76
1 692 53
Cost of 1 Sqm
Add water charges 1%
Total
Total
Add CPOH @ 15%
In Brick Work
Add water charges 1%
T l
Total
Cost of 10 Sqm
1,692.53
253.88
1,946.41
194.64
9.13
9.13.1
Code Description Unit Quantity Rate in Rs Amount in Rs
Materials
3.2Lime mortar 1:1:1 ( 1 Slaked lime:1
surkhi:1 fine sand) including deep fillingCum 0.04 7,209.03 288.36
Labour
DSR 0123 Mason (brick layer) 1 st class day 2 435.00 870.00
DSR 0115 Coolie day 2.5 329.00 822.50
DSR 0101 Bhisti day 0.97 363.00 350.30
DSR 9999 Sundries LS 155 1.78 275.90
2,607.06
26.07
2,633.13
394.97
3,028.10
302.81
9.13.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR
13.31.1
In stone Work
Details of cost for 10 Sqm.
Cost of 1 Sqm
In Brick Work
Details of cost for 10 Sqm.
Flush Pointing with lime surkhi mortar 1:1:1 ( 1 Slaked lime:1 surkhi:1 fine sand)
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Total
Add CPOH @ 15%
Cost of 10 Sqm
9/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
Materials
3.2Lime mortar 1:1:1 ( 1 Slaked lime:1
surkhi:1 fine sand) including deep fillingCum 0.036 7,209.03 259.53
Labour
DSR 0123 Mason (brick layer) 1 st class day 1 435.00 435.00
DSR 0115 Coolie day 1 329.00 329.00
DSR 0101 Bhisti day 1.25 363.00 453.75
DSR 9999Sundries,Scaffolding and racking out
jointsLS 143 1.78 254.54
1,731.82
17.32
1,749.13
262.37
2,011.50
201.15
9.14
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 11.4 Details of cost for 10 Sqm.
DSR 0982 Coarse sand Cum 0.11 1,200.00 132.00
DSR 1182 Brick Jeera Cum 0.11 700.00 77.00
DSR 0773 Lime Quintal 0.69 300.00 207.00
Cost of 10 Sqm
Cost of 1 Sqm
Total
Repointing of raked out joints of Random rubble masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1Brick jeera)
Materials
Add water charges 1%
Total
Add CPOH @ 15%
DSR 9999 Gur & Belgiri LS 33 1.78 58.74
DSR 0123 Mason (brick layer) 1 st class day 3.05 435.00 1,326.75
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 0115 Coolie day 1 329.00 329.00
DSR 0101 Bhisti day 1.00 363.00 363.00
DSR 9999 Sundries LS 34.00 1.78 60.52
3,541.01
35.41
3,576.42
536.46
4,112.88
411.29
9.15
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 11.9
3.3 Lime mortar 1:1:1 Cum 0.1 6,088.63 608.86
DSR 0123 Mason (brick layer) 1 st class day 2.5 435.00 1,087.50
DSR 0114 Beldar day 3.00 329.00 987.00
DSR 9999 Sundries LS 125.00 1.78 222.50
2,905.86
29.06
2,934.92
440.24
Details of cost for 10 Sqm.
Cost of 10 Sqm
Cost of 1 Sqm
Repointing of raked out joints of Ashlar masonry by using lime mortar 1:1:1
(1Lime:1coarse sand:1 Surkhi)
Materials
Labour
Total
Add CPOH @ 15%
Total
Total
Add CPOH @ 15%
Extra Labour for mixing
Add water charges 1%
Add water charges 1%
Labour
Total
10/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
3,375.16
337.52
9.16
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 4.2
MATERIAL
3.5Lime plaster 1:2 (1 lime putty : 2 Coarse
sand)Cum 0.35 6,326.13 2,182.51
LABOUR
DSR 0155 Mason First Class day 6.05 435.00 2,631.75
DSR 0115 Coolie day 6.45 329.00 2,122.05
DSR 0114 Beldar day 2.70 329.00 888.30
DSR 0101 Bhisti day 4.60 363.00 1,669.80
DSR 9999 Scaffolding and Sundries LS 15.21 1.78 27.07
9,521.49
95.21
9,616.70
1,442.51Add CPOH @ 15%
f
Repairs to plaster of thickness 10 mm to 30 mm in patches of area 2.5 sq. meters and
under, including cutting the patch in proper shape, raking out joints and preparing and
plastering the surface of the walls complete, preparation of mortar by traditional
practice (by hand grinder) in 3 course & loi, tamping, beating, till the shrinkage cracks are
disappear disposal of rubbish to the dumping ground within 50 metres lead with lime
moratr 1:2 (1 lime: 2 surkhi)
10 to 30mm thick
Details of cost for 10 Sqm.
Total
Add water charges 1%
Total
Cost of 10 Sqm
Cost of 1 Sqm
11,059.21
1,105.92
Cost of 10 Sqm
Cost of 1 Sqm
11/RA‐9
INTACH SCHEDULE OF RATES
JANUARY 2016
10.1
Red Sand stone ‐Exposed face fine dressed with rough
backing
10.1.1 70mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1160Finished work 70cudm + add wastage 33.3% =23.31 . Total
93.3110 cudm 93.31 65.00 606.52
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216
Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215
t
tonne 0.22 94.80 20.38
DSR 9999 Extra for using Sand dust powder and polimer LS 123.00 1.78 218.94
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0 11 329 00 36 85
LABOUR
Dressing charges
10.0 STONE LINING AND OTHER WORKS
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout
of average 12 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar and an
admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of
cramps and pins which shall be paid for separately) :
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 55.00 1.78 97.90
2,637.34
26.37
2,663.71
399.56
3,063.27
10.1.2 60mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL
DSR 1160Finished work 60cudm + add wastage 33.3% =19.98 . Total=
8010 cudm 80.00 65.00 520.00
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44
DSR 9999 Extra for using Sand dust powder and polimer LS 118.00 1.78 210.04
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
LABOUR
Fixing charges
Dressing charges
Total
1/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 50.00 1.78 89.00
2,530.08
25.30
2,555.39
383.31
2,938.69
10.1.3 50mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL
DSR 1160Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66 6510 cudm 66.70 65.00 433.55
Total
Add water charges 1%
Total
Fixing charges
Add CPOH @ 15%
Cost of 1 Sqm
66.65
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.54
DSR 9999 Extra for using Sand dust powder and polimer LS 105.00 1.78 186.90
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 23.71 1.78 42.21
2,370.80
23.71
2,394.51
359.18
2,753.69
10.1.4 40mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Dressing charges
Fixing charges
LABOUR
2/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
MATERIAL:
DSR 1160 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 65.00 346.58
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.12 94.80 11.63
DSR 9999 Extra for using Sand dust powder LS 32.29 1.78 57.48
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 23.71 1.78 42.21
2,151.49
21.51
2,173.01
Add water charges 1%
Total
Total
LABOUR
Dressing charges
Fixing charges
325.95
2,498.96
10.1.5 30mm thick
Details of cost for 1 Sqm
MATERIAL:
DSR 1160 Finished work 30cudm + add wastage 33.3% 10 cudm 39.99 65.00 259.94
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.09 94.80 8.72
DSR 9999 Extra for using Sand dust powder LS 32.29 1.78 57.48
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 23.71 1.78 42.21
2,061.94
20.62
2,082.56
Add CPOH @ 15%
Cost of 1 Sqm
Total
Add water charges 1%
LABOUR
Dressing charges
Fixing charges
Total
3/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
312.38
2,394.95
10.2Red Sand stone ‐Exposed face machine cut and table
rubbed with rough backing
10.2.1 70mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL
DSR 1160 Finished work 70cudm + add wastage 33.3% 10 cudm 93.31 65.00 606.52
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.21 94.80 20.35
DSR 9999 Extra for using Sand dust powder and polimer LS 190.00 1.78 338.20
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
Add CPOH @ 15%
Cost of 1 Sqm
LABOUR
Dressing charges
Fixing charges
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding and sundries L.S 95.00 1.78 169.10
3,572.19
35.72
3,607.91
541.19
4,149.10
10.2.2 60mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1160 Finished work 60cudm + add wastage 33.3% 10 cudm 79.98 65.00 519.87
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.18 94.80 17.44
DSR 9999 Extra for using Sand dust powder and polimer LS 175.00 1.78 311.50
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Dressing charges
Fixing charges
LABOUR
4/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding and sundries L.S 75.00 1.78 133.50
3,420.34
34.20
3,454.54
518.18
3,972.72
10.2.3 50mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1160Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66.6510 cudm 66.65 65.00 433.23
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.53
DSR 9999 Extra for using Sand dust powder and polimer LS 169.00 1.78 300.82
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Bl k ith 1 t Cl d 0 06 435 00 27 84
Total
Dressing charges
Add CPOH @ 15%
LABOUR
Add water charges 1%
Total
Cost of 1 Sqm
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding and sundries L.S 65.00 1.78 115.70
3,302.30
33.02
3,335.33
500.30
3,835.63
10.2.4 40mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1160 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 65.00 346.58
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.12 94.80 11.63
DSR 9999 Extra for using Sand dust powder and polimer LS 153.00 1.78 272.34
Total
Add water charges 1%
Fixing charges
Total
Add CPOH @ 15%
Cost of 1 Sqm
LABOUR
Dressing charges
5/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding and sundries L.S 35.00 1.78 62.30
3,130.87
31.31
3,162.18
474.33
3,636.51
10.2.5 30mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1160 Finished work 30cudm + add wastage 33.3% 10 cudm 39.99 65.00 259.94
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
Total
Add CPOH @ 15%
Cost of 1 Sqm
Total
Add water charges 1%
Fixing charges
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.09 94.80 8.72
DSR 9999 Extra for using Sand dust powder and polimer LS 148.00 1.78 263.44
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 30.00 1.78 53.40
3,023.52
30.24
3,053.76
458.06
3,511.82
10.3
Code Description Unit Quantity Rate in Rs Amount in Rs
10.3.1 70mm thick
Details of cost for 1 Sqm
MATERIAL
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
White Sand stone ‐Exposed face fine dressed with rough backing
Dressing charges
Fixing charges
6/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 1161 Finished work 70cudm + add wastage 33.3% 10 cudm 93.31 70.00 653.17
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 93.31x2.30 =214.61 kg = 0.215
t
tonne 0.21 94.80 20.35
DSR 9999 Extra for using Sand dust powder and polimer LS 180.00 1.78 320.40
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 90.00 1.78 160.20
2,847.72
28.48
2,876.19
431.43
3 307 62
Dressing charges
Fixing charges
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm 3,307.62
10.3.2 60mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
MATERIAL:
DSR 1161 Finished work 60cudm + add wastage 33.3% =19.98 . 10 cudm 79.98 70.00 559.86
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm = 80x2.30 =184 kg = 0.184 ttonne 0.18 94.80 17.44
DSR 9999 Extra for using Sand dust powder and polimer LS 165.00 1.78 293.70
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 80.00 1.78 142.402,707.00
27.07
2,734.07
Add water charges 1%
Total
LABOUR
Total
Dressing charges
Fixing charges
Cost of 1 Sqm
7/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
410.11
3,144.18
10.3.3 50mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 50cudm + add wastage 33.3% =16.65 . 10 cudm 66.65 70.00 466.55
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.53
DSR 9999 Extra for using Sand dust powder and polimer LS 162.00 1.78 288.36
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 399.00 44.69
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
Dressing charges
Fixing charges
LABOUR
MATERIAL
Add CPOH @ 15%
Cost of 1 Sqm
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 75.00 1.78 133.50
2,604.38
26.04
2,630.43
394.56
3,024.99
10.3.4 40mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 70.00 373.24
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.12 94.80 11.63
DSR 9999 Extra for using Sand dust powder and polimer LS 155.00 1.78 275.90
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
Total
MATERIAL
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
LABOUR
Dressing charges
Fixing charges
8/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 65.00 1.78 115.70
2,470.07
24.70
2,494.77
374.22
2,868.98
10.3.5 30mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 30cudm + add wastage 33.3% 10 cudm 39.99 70.00 279.93
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216 Carriage of stone blocks white & red sand stone & kota tonne 0.09 94.80 8.72
DSR 9999 Extra for using Sand dust powder and polimer LS 150.00 1.78 267.00
DSR 0125 Mason (for plain stone work) 2nd class day 1.35 399.00 538.65
DSR 0102 Blacksmith 1st Class day 0.03 435.00 13.92
Total
MATERIAL
Add water charges 1%
LABOUR
Dressing charges
Total
Add CPOH @ 15%
Cost of 1 Sqm
DSR 0114 Beldar day 0.22 329.00 73.70
DSR 0115 Coolie day 0.11 329.00 36.85
DSR 0100 Bandhani day 0.22 363.00 81.31
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 60.00 1.78 106.80
2,356.05
23.56
2,379.61
356.94
2,736.55
10.4
10.4.1 70mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 70cudm + add wastage 33.3% 10 cudm 93.31 70.00 653.17
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.21 94.80 20.35
DSR 9999 Extra for using Sand dust powder and polimer LS 195.00 1.78 347.10
Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
MATERIAL:
LABOUR
Dressing charges
White Sand stone ‐Exposed face machine cut and table rubbed with rough backing
9/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 85.00 1.78 151.30
3,609.94
36.10
3,646.04
546.91
4,192.95
10.4.2 60mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 60cudm + add wastage 33.3% 10 cudm 79.98 70.00 559.86
3 5 Mortar for laying and pointing Cum 0 02 6 326 13 136 64
Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
MATERIAL
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.18 94.80 17.44
DSR 9999 Extra for using Sand dust powder and polimer LS 185.00 1.78 329.30
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical
d im 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 78.00 1.78 138.84
3,483.47
34.83
3,518.30
527.75
4,046.05
10.4.3 50mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Total
Add CPOH @ 15%
Cost of 1 Sqm
Details of cost for 1 Sqm
MATERIAL
LABOUR
Dressing charges
Fixing charges
Total
Add water charges 1%
10/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 1160Finished work 50cudm + add wastage 33.3% =16.65 . Total=
66.6510 cudm 66.65 70.00 466.55
3.5 Extra for using Sand dust powder and polimer Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.15 94.80 14.53
DSR 9999 Extra for using Sand dust powder LS 175.00 1.78 311.50
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237 Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 75.00 1.78 133.50
3,364.11
33.64
3,397.75
509.66
LABOUR
Dressing charges
Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
3,907.41
10.4.4 40mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 1 Sqm
DSR 1161 Finished work 40cudm + add wastage 33.3% 10 cudm 53.32 70.00 373.24
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.12 94.80 11.63
DSR 9999 Extra for using Sand dust powder LS 165.00 1.78 293.70
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 65.00 1.78 115.70
3,232.29
32.32
3,264.62
Cost of 1 Sqm
MATERIAL
LABOUR
Total
Add water charges 1%
Total
Dressing charges
Fixing charges
11/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
489.69
3,754.31
10.4.5 30mm thick
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 1161 Finished work 30cudm + add wastage 33.3% 10 cudm 39.99 70.00 279.93
3.5 Mortar for laying and pointing Cum 0.02 6,326.13 136.64
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.09 94.80 8.72
DSR 9999 Extra for using Sand dust powder LS 157.00 1.78 279.46
DSR 0125 Mason (for plain stone work) 2nd class day 2.70 399.00 1,077.30
DSR 0102 Blacksmith 1st Class day 0.06 435.00 27.84
DSR 0114 Beldar day 0.45 329.00 147.39
DSR 0115 Coolie day 0.22 329.00 73.70
DSR 0100 Bandhani day 0.45 363.00 162.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.54 399.00 214.50
DSR 0100 Bandhani day 0.40 363.00 146.36
DSR 0114 Beldar day 0.40 329.00 132.65
DSR 0115 Coolie day 0.40 329.00 132.65
DSR 0101 Bhi i d 0 40 363 00 146 36
Add CPOH @ 15%
Cost of 1 Sqm
Details of cost for 1 Sqm
MATERIAL
LABOUR
Dressing charges
Fixing charges
DSR 0101 Bhisti day 0.40 363.00 146.36
DSR 1237Cutting sand stone slab up to 50 mm thick by mechanical
devicem 4.00 10.00 40.00
DSR 9999 Scaffolding L.S 63.00 1.78 112.14
3,118.28
31.18
3,149.46
472.42
3,621.88
10.5
25 mm thick Kota stone slabs exposed face dressed and
rubbed
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost for 10 sqm.
DSR 1169 Kota stone slab 25mm thick (rough chiseled) Sqm 11.50 290 3,335.00
3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) Cum 0.24 6,326.13 1,518.27
DSR 9999 Lime mortar for pointing LS 235.00 1.78 418.30
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudmtonne 0.66 94.80 62.69
DSR 0125 Mason (for plain stone work) 2nd class day 7.80 399.00 3,112.20
DSR 0114 Beldar day 7.80 329.00 2,566.20
DSR 0115 Coolie day 5.16 329.00 1,697.64
Total
Add water charges 1%
Total
Add CPOH @ 15%
MATERIAL
LABOUR
Cost of 1 Sqm
Stone work (Machine cut edges) for wall lining (Veneer work) upto 10m height, backing filled with a grout
of average 20 mm thick lime mortar 1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1
lime : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing
and the sides by means of cramps and pins which shall be paid for separately) :
12/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0139 Skilled Beldar (For floor rubbing etc) day 12.96 363.00 4,704.48
DSR 9999 Sundries LS 133.85 1.78 238.25
17,653.03
176.53
17,829.56
2,674.43
18,006.09
1,800.61
10.6
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 8.1.1.2 Details of cost for 1 sqm.
DSR 7453Raj nagar plain white marble (table rubbed and polished) 18
mm thick (slab area more than 0.50 sqm) Sqm 1.20 750.00 900.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slabtonne 0.06 94.80 5.69
3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness Cum 0.03 6,326.13 212.56
DSR 0126 Mason (for ornamental stone work) 1 st class day 0.80 435.00 349.74
DSR 0100 Bandhani day 0.80 363.00 291.85
Cost of 10 Sqm
Cost of 1 Sqm
Total
Add water charges 1%
Total
Add CPOH @ 15%
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work),
backing filled with a grout of average 20 mm thick in lime mortar 1:2 (1 lime : 2 coarse sand), including
pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the marble
shade (To be secured to the backing by means of cramps, which shall be paid for separately).
MATERIAL
LABOUR
y
DSR 0114 Beldar day 0.80 329.00 264.52
DSR 0115 Coolie day 0.80 329.00 264.52
DSR 0128 Mate day 0.40 363.00 143.75
DSR 0102 Blacksmith 1st class day 0.32 435.00 140.94
DSR 9999 Sundries and scaffolding LS 32.29 1.78 57.48
2,631.04
26.31
2,657.35
398.60
3,055.95
10.7
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 8.1.1.2 Details of cost for 1 sqm.
DSR 7453Raj nagar plain white marble (table rubbed and polished) 18
mm thick (slab area more than 0.50 sqm) Sqm 1.40 750.00 1,050.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slabtonne 0.06 94.80 5.69
3.5 Limemortar 1:2 (1 Lime :2 Coarse sand) 20mm thickness Cum 0.04 6,326.13 255.07
DSR 0126 Mason (for ornamental stone work) 1 st class day 1.01 435.00 437.18
DSR 0100 Bandhani day 1.01 363.00 364.82
MATERIAL
LABOUR
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Total
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for cladding over dome (veneer
work), backing filled with a grout of average 20 mm thick in lime mortar 1:2 (1 lime : 2 coarse sand),
including pointing with lime mortar 1:2 (1 lime : 2 marble dust) with an admixture of pigment to match the
marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).
13/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0114 Beldar day 1.01 329.00 330.65
DSR 0115 Coolie day 1.01 350.00 351.75
DSR 0128 Mate day 0.50 125.00 61.88
DSR 0102 Blacksmith 1st class day 0.41 600.00 243.00
DSR 9999 Sundries and scaffolding LS 32.29 1.78 57.48
3,157.50
31.57
3,189.07
478.36
3,667.43
10.11
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.31
Quantity of stone for 1 bracket 1 x 55 x 22.5 x 45cm =
0.056cum or 56 cudm. Considering 10% wastage61.26
DSR 1160 Red sand stone block 10 cudm 61.26 65.00 398.17
3.5lime Mortar 1:2 (1lime:2 coarse sand)for laying and
pointingCum 0.21 6,326.13 132.85
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.14 94.80 13.36
Cost of 1 Sqm
Total
Add water charges 1%
Total
Add CPOH @ 15%
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and
fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design
Details of cost for 1 bracket
MATERIAL
LABOUR:
DSR 0125 Mason (for plain stone work) 2nd class day 3.59 399.00 1,430.49
DSR 0102 Blacksmith 1 st class day 0.07 435.00 32.19
DSR 0114 Beldar day 0.54 329.00 178.32
DSR 0115 Coolie day 0.27 329.00 89.16
DSR 0100 Bandhani day 0.54 363.00 196.75
DSR 0373 Cramp Gun metal 25x6x300 mm Each 4.00 80.00 320.00
DSR 0125 Mason (for plain stone work) 2nd class day 0.30 399.00 117.98
DSR 0102 Blacksmith 1 st class day 0.04 435.00 17.54
DSR 0114 Beldar day 0.15 329.00 48.64
DSR 0115 Coolie day 0.15 329.00 48.64
DSR 0100 Bandhani day 0.15 363.00 53.67
DSR 0101 Bhisti day 0.15 363.00 53.67
DSR 0126Extra labour for ornamental finish Mason (for ornamental
stone work) 1 st classday 1.14 435.00 495.90
DSR 9999 Sundries and scaffolding brushes etc LS 265.00 1.78 471.70
4,099.00
40.99
4,139.99
621.00
4,760.99
10.12
10.12.1
Dressing charges
Total
Add CPOH @ 15%
Fixing charges
Total
Add water charges 1%
Cost of 1 bracket
Red sand stone
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured
along the slope in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand) with 12 mm diameter anchoring steel
bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:1:1
(1 lime : 1 surkhi: 1 fine sand), including pointing in lime mortar 1:2 (1 lime: 2 stone dust) with an
admixture of pigment matching the stone shade
LABOUR:
14/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.28.1
Chisel dressed 80cm sloping length plus 20cm bearing Area
= 2.5xl.00=2.50sqm
DSR 1164 Red sand stone slab 40 mm thick (un‐dressed) Sqm 2.75 180.00 495.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.25 94.80 23.98
DSR 0125 Mason (for plain stone work) 2nd class day 0.50 399.00 199.50
Anchoring steel bars 12mm dia. 45cm long 5 Nos. @
0.80kg/m = 0.02qDSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00
DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.78 119.87
DSR 9999 Pigment LS 25.00 1.78 44.50
3.8 Lime Mortar 1:2 (1 lime:2 stone dust) for pointing Cum 0.02 5,669.40 113.39
DSR 0125 Mason (for plain stone work) 2nd class day 1.20 399.00 478.80
DSR 0114 Beldar day 1.80 329.00 592.20
DSR 9999 Sundries and scaffolding brushes etc LS 355.00 1.78 631.90
Brick cover support 4 courses with bricks of class
designation 75 4x7+5+5=38cm girth 2.5m length DSR 9999 Cost of Brick cover support. LS 175.00 1.78 311.50
Details of cost for a chajja of 2.00 sqm (finished work)
MATERIAL
LABOUR:
Dressing charges
Fixing charges
5.6.1
Brick work in triangular gap above cover with bricks of class
designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine
sand)‐1/2x2.5x0.2x0.07=0.018cum
Cum 0.02 7,440.15 160.71
3,261.35
31.01
3,292.35
469.75
3,762.10
1,881.05
10.12.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.28.2
Chisel dressed 80cm sloping length plus 20cm bearing Area
= 2.5xl.00=2.50sqm
DSR 1165 white sand stone slab 40 mm thick (un‐dressed) Sqm 2.75 200.00 550.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.25 94.80 23.98
DSR 0125 Mason (for plain stone work) 2nd class day 0.50 399.00 199.50
Anchoring steel bars 12mm dia. 45cm long 5 Nos. @
0.80kg/m = 0.02q
DSR 1002 Mild steel round bar 12 mm dia and below quintal 0.02 4,500.00 90.00
DSR 9999 Cutting threads and cost of nuts, washers, etc LS 67.34 1.78 119.87
DSR 9999 Pigment LS 25.00 1.78 44.50
3.8 Lime Mortar 1:2 (1 lime:2 stone dust) for pointing Cum 0.02 5,669.40 113.39
Add CPOH @ 15%
Cost of 2 Sqm
Cost of 1 Sqm
White sand stone
Total
Add water charges 1%
Total
Details of cost for a chajja of 2.00 sqm (finished work)
LABOUR:
Dressing charges
15/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0125 Mason (for plain stone work) 2nd class day 1.20 399.00 478.80
DSR 0114 Beldar day 1.80 329.00 592.20
DSR 9999 Sundries and scaffolding brushes etc LS 355.00 1.78 631.90
Brick cover support 4 courses with bricks of class
designation 75 4x7+5+5=38cm girth 2.5m length
=38cmx2.5m=95cm
DSR 9999 Cost of Brick cover support. LS 175.00 1.78 311.50
5.6.1
Brick work in triangular gap above cover with bricks of class
designation 7.5 in lime mortar 1:1:1(1lime:1 surkhi:1 fine
sand)‐1/2x2.5x0.2x0.07=0.018cum
Cum 0.02 7,440.15 160.71
3,316.35
31.56
3,347.90
478.08
3,825.98
1,912.99
10.13
10.13.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.29.1
Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm wide projection in lime mortar
1:2 (1 lime : 2 coarse sand) including pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture
of pigment matching the stone shade
Details of cost for (2.5x0.75m)= 1.875 sqm
Add CPOH @ 15%
Cost of 2 Sqm
Cost of 1 Sqm
Red sand stone
Fixing charges
Total
Add water charges 1%
Total
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =
2.25 sqm
DSR 1164 Red sand stone slab 40 mm thick (un‐dressed) Sqm 2.25 180.00 405.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.21 94.80 19.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.45 399.00 179.55
DSR 9999 Pigment LS 6.25 1.78 11.13
3.8 Lime Mortar 1:2 (1 lime:2 stone dust) for pointing Cum 0.01 5,669.40 56.69
DSR 0125 Mason (for plain stone work) 2nd class day 0.72 399.00 287.28
DSR 0114 Beldar day 0.96 329.00 315.84
DSR 9999 Sundries and scaffolding brushes etc LS 415.00 1.78 738.70
2,013.81
20.14
2,033.95
305.09
2,339.04
1,247.49
10.13.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.29.2
Dressing charges
Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
MATERIAL
LABOUR:
Details of cost for (2.5x0.75m)= 1.875 sqm
MATERIAL
Cost of 1.875 Sqm
Cost of 1 Sqm
White sand stone
16/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9 =
2.25 sqmDSR 1165 White sand stone slab 40 mm thick (un‐dressed) Sqm 2.25 200.00 450.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.21 94.80 19.62
DSR 0125 Mason (for plain stone work) 2nd class day 0.45 399.00 179.55
DSR 9999 Pigment LS 6.25 1.78 11.13
3.8 Lime Mortar 1:2 (1 lime:2 stone dust) for pointing Cum 0.01 5,669.40 56.69
DSR 0125 Mason (for plain stone work) 2nd class day 0.72 399.00 287.28
DSR 0114 Beldar day 0.96 329.00 315.84
DSR 9999 Sundries and scaffolding brushes etc LS 478.00 1.78 850.84
2,170.95
21.71
2,192.66
328.90
2,521.56
1,344.83
10.14
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.30
50 mm red sand stone sun‐shade (chisel‐dressed) supported on red sand stone brackets, fixed in walls with
lime mortar 1:2 (1 lime : 2 coarse sand), including finishing complete
Details of cost for window 1.6m length and 0.70m width = 1.12 sqm
LABOUR:
Dressing charges
Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1.875 Sqm
Cost of 1 Sqm
overall width 0.70+0.15=0.85 metres. Total area =
1.6x0.85=1.36sqmRed stone brackets (chisel dressed) 50mm average
thickness over all width of brackets 0.53+0.23=0.76m
2x0.3x0.76=0.46 Total 1.36+0.46 =1.82sqm Add wastage
@10% = 0.18sqm. Total = 2.00
DSR 1174 Red sand stone (50 mm thk) Sqm 2.00 175.00 350.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.14 94.80 13.08
3.5 Lime Mortar 1:2(1 Lime: 2 Coarse sand) Cum 0.01 6,326.13 56.94
DSR 0125 Mason (for plain stone work) 2nd class day 1.03 399.00 411.77
DSR 0114 Beldar day 0.60 329.00 197.40
DSR 9999 Sundries and scaffolding brushes etc LS 286.00 1.78 509.08
1,938.27
19.38
1,957.65
293.65
2,251.30
10.15
10.15.1
Code Description Unit Quantity Rate in Rs Amount in Rs
MATERIAL
f f g q
LABOUR:
Dressing & Fixing charges
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
Red Sand stone
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in lime mortar
1:1:1 (1 lime : 1Surkhi:1 Fine sand), including pointing with lime mortar 1:2 (1 lime : 2 stone dust) with an
admixture of pigment matching the stone shade
17/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 7.32.1 &
ISOR 2.19
Details of cost for cornices (30cm long 30cm deep and
7.5cm project‐iron) = 6.75cudm or 0.00675 cum.
6.6.1.1 Rate as per Item Number 6.6.1.1 of SH: cum 0.01 31,133.76 210.15
DSR 9999Extra for using stone dust powder and labour for making
cornicesL.S 6.40 1.78 11.38
DSR 0125 Mason (for plain stone work) 2nd class day 0.15 399.00 59.85
DSR 0114 Beldar day 0.15 329.00 49.35
120.58
1.21
121.79
18.27140.06350.21
51,883.29
10.15.2
DSR 7.32.2Details of cost for cornices (30cm long 30cm deep and
7.5cm project‐iron) = 6.75cudm or 0.00675 cum.
6.6.2.2 Rate as per Item Number 6.6.1.2 of SOR: cum 0.01 31,797.51 214.63
DSR 9999Extra for using stone dust powder and labour for making
cornicesL.S 6.40 1.78 11.38
Add CPOH @ 15%
Cost of 0.00675 Cum
Cost of 1 Cum
MATERIAL:
MATERIAL:
LABOUR
Total
Add water charges 1%
Total
White Sand stone
cornices
DSR 0125 Mason (for plain stone work) 2nd class day 0.16 399.00 61.85
DSR 0114 Beldar day 0.16 329.00 51.00
124.22
1.24
125.47
18.82
144.29
358.92
53,173.39
10.16
10.16.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.33.1
DSR 1164 Red sand stone slab 30 mm thick (un‐dressed) Sqm 1.10 180.00 198.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.10 94.80 9.59
3.5 Lime Mortar 1:2 (1 Lime: 2 Coarse sand) Cum 0.02 6,326.13 94.89
DSR 0125 Mason (for plain stone work) 2nd class day 21.59 399.00 8,614.41
DSR 0114 Beldar day 14.37 329.00 4,726.09
DSR 9999 Sundries LS 80.73 1.78 143.70
13,786.68
137.87
Providing and fixing stone jali 40 mm thick throughout in lime mortar 1:2 (1 lime : 2 coarse sand), including
pointing in lime mortar 1:2 (1 lime : 2 stone dust) with an admixture of pigment, matching the stone
shade, jali slab without any chamfers etc
LABOUR
MATERIAL
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 0.00675 Cum
Cost of 1 Cum
Red sand stone
Details of cost for 1 sqm.
LABOUR:
Total
Add water charges 1%
18/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
13,924.55
2,088.68
16,013.23
10.16.2
C Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 7.33.2
DSR 1165 White sand stone slab 30 mm thick (un‐dressed) Sqm 1.10 200.00 220.00
DSR 2216Carriage of stone blocks white & red sand stone & kota
stone slab @ 2.30kg/cudm tonne 0.10 94.80 9.59
3.5 Lime Mortar 1:2(1 Lime: 2 Coarse sand) Cum 0.02 6,326.13 94.89
DSR 0125 Mason (for plain stone work) 2nd class day 21.72 399.00 8,665.08
DSR 0114 Beldar day 14.45 329.00 4,753.89
DSR 9999 Sundries LS 80.73 1.78 143.70
13,887.15
138.87
14,026.03
2,103.90
16,129.93
10.17Sandstone flooring as a plinth protection around the building using sand stone of 50mm thick & 1:1:1
lime mortar (1 lime:1surkhi:1 coarse sand) for filling up the joints.
Total
Add CPOH @ 15%
Cost of 1 Sqm
Total
Add CPOH @ 15%
Cost of 1 Sqm
White sand stone
Details of cost for 1 sqm.
MATERIAL
LABOUR
Total
Add water charges 1%
10.17.1
C Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 11.28.1
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1174 Red sand stone slab 45 mm to 50 mm thick (un‐dressed) Sqm 11.00 175.00 1,925.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,088.63 1,522.16
DSR 0123 Mason Brick I Class day 5.43 435.00 2,359.88
DSR 0100 Bandhani day 1.93 363.00 698.78
DSR 0115 Coolie day 0.96 329.00 316.66
DSR 0114 Bhisti day 0.47 329.00 155.45
DSR 9999 Sundries LS 150.00 1.78 267.00
7,305.55
73.06
7,378.60
1,106.79
8,485.39
848.54
10.17.2
Code Description Unit Quantity Rate in Rs Amount in Rs
LABOUR
Total
Red Sand stone
Details of cost for 10 sqm
Material
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
White Sand stone
19/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 11.28.2
Finished work = 10sqm
Add wastage 10% =1.00sqm
Total = 11.00 sqm
DSR 1175 Red sand stone slab 45 mm to 50 mm thick (un‐dressed) Sqm 11.00 220.00 2,420.00
DSR 9999 Carriage LS 34.06 1.78 60.63
Lime mortar 1:(1 Lime:1 surkhi: 1 Coarse sand)
i. For bedding 0.22
ii. For Joining 0.03
3.3 Lime mortar 1:1:1 (1 Lime:1 surkhi: 1 Coarse sand) 0.25 6,088.63 1,522.16
DSR 0123 Mason Brick I Class day 5.43 435.00 2,359.88DSR 0100 Bandhani day 1.93 363.00 698.78DSR 0115 Coolie day 0.96 329.00 316.66DSR 0114 Bhisti day 0.47 329.00 155.45DSR 9999 Sundries LS 150.00 1.78 267.00
7,800.55
78.01
7,878.55
1,181.78
9,060.34
906.03
Cost of 10 Sqm
Cost of 1 Sqm
Details of cost for 10 sqm
Material
Total
Add water charges 1%
Total
Add CPOH @ 15%
20/RA‐10
INTACH SCHEDULE OF RATES
JANUARY 2016
11.1
Code Description Unit Quantity Rate in Rs Amount in Rs
ISOR 9.1
3.3 Lime mortar 1:1:1 Cum 0.03 6,088.63 182.66
DSR 0006 sprayer for chemicals Days 0.05 250.00 12.50
M Rate Grouting Machine Days 0.01 1,000.00 10.00
M Rate Stone cutter machine Days 0.05 650.00 32.50
Mrate Conservator Days 0.01 1,650.00 16.50
DSR 0123 Mason 1st class Days 0.25 435.00 108.75
DSR 0114 Beldar Days 0.25 329.00 82.25
DSR 0128 Mate Days 0.05 363.00 18.15
DSR 9999 Sundries , Polimer & Scaffolding LS 89.00 1.78 158.42
621.73
6.22
627.95
94.19
722.14
72.21
11.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 8737 Stainless steel Wire mesh sqm 1.02 840.00 856.80
DSR 8666 Stainless steel screws 100 Nos 120.00 35.00 42.00
DSR 0123 Mason day 0.05 435.00 21.75
DSR 0114 Beldar day 0.05 329.00 16.45
DSR 9999 Sundries LS 48.00 1.78 85.44
1,022.44
10.22
1,032.66
154.90
1,187.56
Add CPOH @ 15%
Cost of 1 Sqm
Providing and fixing chicken wire mesh (6mm x 6mm) of 24 gauge 200 mm wide along the joints
of R.C.C. work and brick work with hooks/nails etc. complete so as to receiving the plastering
work over chicken mesh as per the direction of Engineer‐in‐charge.
Rate for 1 sqm.
Labour for cutting and fixing at any height.
Total
Add water charges 1%
Total
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Rm
Cost of 1 m
11.0 TREATMENT OF CRACKS
Repairing of .5mm to 5 mm wide open joints / cracks in all types of sand stone masonry work
including scrapping of loose jointing material from cracks. The inner side to be filled/pointed
with lime mortar with wooden trowel and fixing grouting nipple from outer side as directed by
Architect. Then apply lime mortar by injection grouting through 5mm diameter nozzle through
the pre fix nipple up to total thickness of existing stone wall and removing the PVC nipple pipe,
lime moratr of mix lime & sand 1:1 mix with polymer using katha or other additives to achieve
require matching colour and including cost of all materials, labour, machinery, equipment, curing
and cleaning the site as directed.
Details of cost of 10 Rm
MATERIAL
Equipment
LABOUR
1/RA‐11
INTACH SCHEDULE OF RATES
JANUARY 2016
11.3
Code Description Unit Quantity Rate in Rs Amount in Rs
Steel rods of 8mm Quintol 0.01 4,200.00 21.00
Labour for drilling the hole, bending and fixing
and fixing at any height.
DSR 0123 Mason day 0.09 435.00 39.15
DSR 0114 Beldar day 0.09 329.00 29.61
DSR 9999 Sundries, white cement araldite mixture LS 48.00 1.78 85.44
175.20
1.75
176.95
26.54
203.49
11.4
Code Description Unit Quantity Rate in Rs Amount in Rs
Stone lintel of size 450x200x50 No 1.00 150.00 150.00
DSR 0123 Mason First class day 0.05 435.00 21.75
DSR 0114 Beldar day 0.05 329.00 16.45
DSR 9999 Sundries, lime mortar,etc LS 20.00 1.78 35.60
223.80
2.24
226.04
33.91
259.94
11.5
Code Description Unit Quantity Rate in Rs Amount in Rs
Pipes, Shannels, girders, Wooden wages, etc LS 225.00 1.78 400.50
DSR 0114 Beldar day 0.70 329.00 230.30
DSR 0115 Coolie day 0.80 329.00 263.20
DSR 9999 Sundries LS 10.00 1.78 17.80
911.80
9.12
920.92
138.14
1,059.06
Add CPOH @ 15%
Cost of 1Sqm
Propping with steel to support the leaned structure ( roof and wall) using pipes, channels,
angles, girders , wooden wages to prevent further leaning/ collapse
Rate for 1 sqm.
Materials
Labour
Total
Add water charges 1%
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of Each stone
Total
Total
Add CPOH @ 15%
Cost of Each rod
Stitching of cracks in brick masonry with stone lintels of 450x 200x50 mm . Chasing, grooving the
brick masonry and inserting the stone lintel. All around the stone, lime mortar should be
properly packed .
Rate of Each
Labour for chasing and grooving the brick surface and inserting the stone lintel over the lime
mortar
Steel‐rod stitching incracked stone patties, beam,and lintels.Providing and fixing stainless steel
rods of 90cms length of which 15cm on either side and cold bending at 90degrees. The stainless
steel clamps to be fixed perpendicular to the crack by drilling in stone and fixing with cement and
aradite mixture in such a way that the entire length of the rod is in complete contact of the stone
and the bent ends are fully inserted in the cracked stone. Use 316 grade stainless steel charge per
hole.steel rod charges are counted per kg.Holes with 6mm, 8mm, 10mm or 12mm dia.as per
requirement of position.
Rate of Each Rod
Total
Add water charges 1%
2/RA‐11
INTACH SCHEDULE OF RATES
JANUARY 2016
12.1
12.1.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 15.23.1
DSR 0123 Mason Brick layer first class day 0.45 435.00 195.75
DSR 0114 Beldar day 0.18 329.00 59.22
DSR 0115 Coolie day 0.36 329.00 118.44
DSR 9999 Sundries L.S 4.10 1.78 7.29
380.70
3.81
384.51
57.68
442.18
44.22
12.1.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 15.23.1 Details of cost for 10 Sqm
DSR 0123 Mason Brick layer first class day 0.89 435.00 384.98
DSR 0114 Beldar day 0.27 329.00 88.83
DSR 0115 Coolie day 0.36 329.00 118.44
DSR 9999 Sundries L.S 4.10 1.78 7.29
599.53
6.00
605.53
90.83
696.36
69.64
12.2
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 15.56
DSR 0123 Mason First class day 1.00 435.00 435.00
DSR 0114 Beldar day 0.12 329.00 39.48
DSR 0115 Coolie day 0.11 329.00 34.55
DSR 9999 Sundries and scaffolding L.S 2.86 1.78 5.09
DSR 9999Consumables like Hand gloves, safety glass and
belt, helmet L.S 150.00 1.78 267.00
781.12
7.81
788.93
118.34
907.27
90.73
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Cost of 1 Sqm
Careful removal of existing deteriorated/ damaged/ weathered lime plaster without damaging
the surface below it.
Details of cost for 10 Sqm
LABOUR
Total
Add water charges 1%
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
For thickness of tiles above 25 mm and up to 40 mm
12.0 DISMANTLING WORKS
Dismantling tile work in floors and roofs laid in lime mortar including stacking material within
50m lead for thickness of tiles.
For thickness of tiles above 10mm to 25 mm
Details of cost for 10 Sqm
LABOUR
Total
1/RA‐12
INTACH SCHEDULE OF RATES
JANUARY 2016
12.3
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 14.17 Details of cost for 10 Sqm.
Labour for Raking
DSR 0123 Mason 1st class day 0.53 435.00 230.55
DSR 0114 Beldar day 0.64 435.00 276.66
DSR 0115 Coolie day 0.10 329.00 31.58
DSR 0101 Bhisti day 0.08 363.00 30.49
DSR 9999 Sundries L.S. 1.72 1.78 3.05
Labour for Washing
DSR 0114 Beldar day 0.53 329.00 174.37
Pumps for watering day 0.50 600.00 300.00
DSR 9999 Sundries & Contingencies L.S. 40.00 1.78 71.20
1,117.91
11.18
1,129.09
169.36
1,298.45
129.85
12.4
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 15.25
DSR 0114 Beldar day 2.12 329.00 698.80
DSR 0115 Coolie day 0.90 329.00 296.10
DSR 9999 Sundries L.S 9.67 1.78 17.22
1,012.11
10.12
1,022.23
153.33
1,175.57
117.56
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 10 Sqm
Cost of 1 Sqm
Cost of 10 Sqm
Cost of 1 Sqm
Dismantling stone slab flooring laid in lime mortar including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead.
Details of cost for 10 Sqm
LABOUR
Total
Raking out the joints of country/Nankshahi brick, scooping out dead and decayed mortar very
slowly and carfully with scooping rods, then washing complete with hand spray pump.
Preparing the surface for replastering including disposal of rubbish with 250m lead
Total
Add water charges 1%
Total
Add CPOH @ 15%
2/RA‐12
INTACH SCHEDULE OF RATES
JANUARY 2016
13.1
Code Description Unit Quantity Rate in Rs Amount in Rs
DSR 1010 Mild Steel Plates Quintal 0.03 4,500.00 152.60
DSR 1024 Galvanised steel bolts & nuts Each 8.00 12.00 96.00
DSR 0111 Carpenter I st class Days 0.10 435.00 43.50
DSR 0114 Beldar Days 0.20 329.00 65.80
DSR 9999 Sundries & Scaffolding LS 12.00 1.78 21.36
379.26
3.79
383.06
57.46
440.52
13.2
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost of 1m
DSR 1010 Mild Steel Plates Quintal 0.11 4,500.00 508.68
DSR 1024 Galvanised steel bolts & nuts Each 25.00 12.00 300.00
DSR 0111 Carpenter I st class Days 0.50 435.00 217.50
DSR 0114 Beldar Days 0.50 329.00 164.50
DSR 9999 Sundries & Scaffolding LS 24.00 1.78 42.72
1,233.40
12.33
1,245.73
186.86
1,432.59
13.3
Code Description Unit Quantity Rate Amount
Details of cost of 1m
DSR 1010 L angle structural steel Quintal 0.08 4,500.00 340.20
DSR 1024 Galvanised steel bolts & nuts Each 25.00 12.00 300.00
DSR 0111 Carpenter I st class Days 0.50 435.00 217.50
DSR 0114 Beldar Days 0.50 329.00 164.50
DSR 9999 Sundries & Scaffolding LS 24.00 1.78 42.72
1,064.92
10.65
1,075.57
161.34
1,236.90
Add CPOH @ 15%
Cost of 1m
Reinforcement of existing wooden beams with L shape Angles 70x70x6 at the bottom of the
beam
MATERIAL
LABOUR
Total
Add water charges 1%
Total
LABOUR
Total
Add water charges 1%
Total
Add CPOH @ 15%
Cost of 1m
Add water charges 1%
Total
Add CPOH @ 15%
Cost of Each plate
Reinforcing timber beams with flitch plates that is sandwiched between two timber members to
increase the strenght of beams
MATERIAL
13.0 WOOD REPAIR WORKS
Reinforcing timber beams with steel plates of size 100 x300x12 mm with bolts and nuts
Details of cost of each steel plate
MATERIAL
LABOUR
Total
1/RA‐13
INTACH SCHEDULE OF RATES
JANUARY 2016
13.4
Code Description Unit Quantity Rate Amount
Details of cost of 3 Sqm
DSR 2402 Epoxy resin Kg 4.00 150.00 600.00
DSR 9999 Saw dust LS 93.00 1.78 165.54
M Rate Conservator Days 0.75 1,650.00 1,237.50
DSR 0111 Carpenter Class I Days 0.50 393.00 196.50
DSR 0114 Beldar Days 2.00 329.00 658.00
DSR 9999 Sundries & Scaffolding LS 24.00 1.78 42.72
2,900.26
29.00
2,929.26
439.39
3,368.65
1,122.88
Add Tools and Planks 1%
Total
Add CPOH @ 15%
Cost of 3 Sqm
Cost of 1 Sqm
Consolidation of woodwork with sawdust and polyster resin of low viscosity, wherein the work
needs to completed in similar application and then smoothen and finished as per the Engineer
incharge.
MATERIAL
LABOUR
Total
2/RA‐13
INTACH SCHEDULE OF RATES
JANUARY 2016
14.1
14.1.1
Code Description Unit Quantity Rate Amount
Detail of cost for 1 sqm
Labour
DSR 0114 Beldar day 0.13 329.00 43.86666667
DSR 0115 Coolie day 0.07 329.00 21.93333333
DSR 9999 Sundries L.S. 25.00 1.78 44.5
110.30
1.10
111.40
16.71
128.11
14.1.2
Code Description Unit Quantity Rate Amount
Detail of cost for 1 sqm
Material
Primer (like STP make ShaliPrime 2HB) kg 0.30 442.00 132.60
Epoxy Mortar (like STP make ShaliFix EM) kg 0.50 87.00 43.50
Net Material Cost 176.10
Freight 15.00
VAT @12.50% 23.89
Total 214.99
Application Charges (Inclusding Surface
Preparation, Primer application)Sqm 1.00 100.00 100.00
Service Tax @ 12.36% 12.36
Sub Total 327.35
Contractor Profit & O/H @ 15% 49.10
376.45
14.1.3
Code Description Unit Quantity Rate Amount
Detail of cost for 1 sqm
Material
Primer (like STP make Shali Tex)
20 ltr of primer costs Rs 103/‐ltr 0.30 5.15 1.55
APP Membrane (like STP make Super Thermolay‐
3mm)
Roll of 10 sqm costs Rs 1900/‐
Sqm 1.00 190.00 190.00
Surface Repair: In case of pot holes/cracks, the same shall be repaired with epoxy grouting system,
Epoxy Mortar or Latex.
Cost of 1 Sqm
Starting at low point from the roof, unroll the APP membrane 3mm (Non Woven Polyester of 160
gsm) (50 kgs)( 1 Mtr X 10 Mtr) roll once the priming coat is dried. Align the roll correctly and RE‐ roll
it half in alignment befor torching. Avoid shifting of the membrane while torching. Use gas burner
to heats substrate and underside to softening points. When the embossing disappears, roll forward
and press firmly against substrate to bond from the Lowe end toward and press firmly against
substrate to bond from the lower end towards the higher end. Ensure sufficient bleed on side and
end over laps. Once the half of the roll is torched properly to the substraste, unroll the balance roll
and repeat the process.
14.0 WATER PROOFING WORKS
Removing existing water proofing treatment followed by crack repairs and surface cleaning and
laying APP (Atactic Polypropylene Polymer) water proofing treatment with bituminous primer
over existing terracing with following specifications:
Removing the present treatment of waterproofing System (if any) given on the terraces and reach
the sound surface below the present waterproofing system and cleaning the surface to reach the
sound surface, remove all loose material with the help of tools and tackles from the surface and as
well as from the hair line cracks & wide cracks if any.
Total
Add Tools and Planks 1%
Total
Add CPOH @ 15%
Cost of 1 Sqm
1/RA‐14
INTACH SCHEDULE OF RATES
JANUARY 2016
Wastage & Overlap @ 12% 22.80
Net Material Cost 214.35
Freight 15.00
VAT @12.50% 28.67
Total 258.01
Application Charges Sqm 1.00 100.00 100.00
Service Tax @ 12.36% 12.36
Sub Total 370.37
Contractor Profit & O/H @ 15% 55.56
425.93
14.2
Code Description Unit Quantity Rate Amount
Detail of cost for 1 sqm
Material
Water Repellent Siloxane (like STP make
Shalikote SWP)
20 ltr of solution costs Rs 285/‐
ltr 6.00 14.25 85.5
VAT @12.50% 10.69
Application Charges Sqm 1.00 100.00 100.00
Service Tax @ 12.36% 12.36
Sub Total 208.55
Contractor Profit & O/H @ 15% 31.28
239.83
14.3
Code Description Unit Quantity Rate in Rs Amount in Rs
Details of cost of 10 m
No. of nozzles for 10m= (10m/0.15m)x2 = 133
nos
3.4 Lime mortar for filling the holes Cum 0.10 5,809.72 580.97
Silicon Solvent (products like Wacker 290)‐
Assuming 400mm thk wall
Area= 0.4m x 10m = 4 sqm
for 1 Sqm= 2 litres of solvent
litre 8.00 220.00 1,760.00
DSR 0773
DSR 0983 Gusmer for spray of chemicals Days 4.00 250.00 1,000.00
Grouting Machine Days 4.00 1,000.00 4,000.00
DSR 0006 Conservator Days 1.00 1,650.00 1,650.00
M Rate Mason 1st class Days 4.00 435.00 1,740.00
Beldar Days 4.00 329.00 1,316.00
M rate Mate Days 2.00 363.00 726.00
DSR 0123 Labour for drilling holes LS 130.00 1.78 231.40
DSR 0114 Sundries & Scaffolding LS 250.00 1.78 445.00
Drilling the hole in the wall to the half of the thickness of the wall while maintaining the angle of
45' and distance between two nozzles of 300mm and providing one nozzle between the two
diagonally 6" above them.
Fixing of the nozzles in the holes as the empty containers and pouring silicone solutions in
solvent and the siliconate/latex mixture are pumped under pressure in the holes and leaving
them filled so as to penetrate in the lime mortar brick wall with the gravitational force.
MATERIAL
Equipment
LABOUR
Cost of 1 Sqm
Providing protective coating of water repellent siloxane (transparent in color) through brush or
spray untill complete impregnation over completely cleaned and dried stone or plastered surface
to reduce the absorption of water.
Cost of 1 Sqm
2/RA‐14
INTACH SCHEDULE OF RATES
JANUARY 2016
DSR 0128 13,449.37
DSR 9999 134.49
DSR 9999 13,583.87
2,037.58
15,621.45
1,562.14
Cost of 10 m
Cost of 1 m
Total
Add water charges 1%
Total
Add CPOH @ 15%
3/RA‐14
INTACH SCHEDULE OF RATES
REFERENCES
1. Building Construction, Sushil Kumar
2. Practical Handbook on Building Construction, NABHI Publication.
3. What are Lime Mortars, Gurmeet S. Rai, Paromita Desarkar, INTACH Publication
4. Why use Lime? Sangeeta Bias, INTACH Publication
5. Conservation Manual, Sir. John Marshall, Published by Calcutta Superintendent Government
Printing India, 1923
6. Delhi schedule of Rates 1972, CPWD Publication
7. Delhi schedule of Rates 1985, CPWD Publication
8. Delhi schedule of Rates 2013, CPWD Publication
9. Basic Schedule of Rates 2011, Department of Archaeology and Museums, Rajasthan – Jaipur
10. IS 712-1984 Specification of Building Limes
11. IS 2118-1980 Construction of Jack Arch Type of Built-Up Floor or Roof
12. IS 2250-1981 Preparation and Use of Masonry Mortars
13. IS 2394-1984 Application of Lime Plaster Finish
14. IS 3036 -1992 Laying Lime concrete for a Waterproofed Roof Finish
15. IS 3620-1979 Specification for Laterite stone Block for Masonry
16. IS 13935-2009 Seismic Evaluation, Repair and Strengthening of Masonry Building
17. Compilation of INTACH’s Estimation of Restoration Projects
18. Schedule of Rates by Mohanani, ASI Engineer
19. Integrated Schedule of Rates, RUIDP; September 2013
S.No. Item Qty. Unit Rate (Rs/Unit)
Providing and placing of anchors in cored holes of predefined
lengths, diameters & locations obtained as output from
analysis of the simulated model of the bridge using existing
material properties and geometrical conditions Coring should
be done by use of high speed low vibratory coring machine
with diamond core bits. It should impart minimal or no
vibration to the structure being strengthened. The coring
motor & bit should be capable to core at least upto 3m in
straight line.
Each patented anchor will comprise of three
components(Except Cintec RAC anchor which does not contain
any separate grout delivery pipe) detailed as below:
(a) Reinforcing Member:- Stainless steel Rebar/studd/tube of
Grade 304 conforming to BS 6323/6744/6105 & ASTM
A554/A312 as per applicability. The diameter and size of the
reinforcing members will based upon the structural
requirement of structure.
(b) Presstec Grout:- The Presstec grout is a one component dry
powder mix. Its basic ingredient includes natural mineral and
portland product with graded aggregates, including sand and
lime. The constituents, when proportioned with water,
produce a pumpable, non-shrinking grout. The grout does not
contain any epoxy & resin binders. Presstec grout is a
proprietary, pure mineral grout, conforming to German DIN
standards.
(i) DIN 1045
(ii) DIN 18200
(iii) DIN 18555
(iv) DIN 18557
(c) Sock:- This should be a specially woven polyester based
tubular sock with expansion properties to suit the diameter of
the bore hole in the substrate. The sock should have property
to expand in lateral direction only. The mesh of the sock is to
be designed to contain the aggregates of mixed grout while
still allowing the milk of grout to flow from its pores.
Annexure I
Cintec Anchor Rate List
(d) Grout Delivery Pipe:- A 10-12mm dia. PVC hollow pipe for
delivery of grout under pressure inside the sock & around the
reinforcing rebar/stud such that the grout inflates the sock all
arond the rebar/stud starting from far inside end, moving
outward towards the front & forming mechanical bond
between rebar/stud & substrate.
1
Cintec RAC Anchor of 10mm diameter hollow stainless steel
tube in cored hole of 32mm diameter and upto maximum
length of 1000mm.
1 meter 18720
2Cintec Anchor of 10mm diamter Rebar/studd in cored hole of
32mm diameter.1 meter 42720
3Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 32mm and 40mm diameter.1 meter 44460
4Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter1 meter 46200
5Cintec Anchor of 10mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter1 meter 47940
6Cintec Anchor of 12mm diamter Rebar/studd in cored hole of
32mm 1 meter 49680
7Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 32mm and 40mm diameter1 meter 51420
8Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter1 meter 53160
9Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter1 meter 54900
10Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter1 meter 56640
11Cintec Anchor of 12mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter1 meter 58380
12Cintec Anchor of 20mm diamter Rebar/studd in cored hole of
40mm diameter1 meter 58500
13Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 40mm and 50mm diameter1 meter 60240
14Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter1 meter 61980
15Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter1 meter 63720
16Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter1 meter 65460
17Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter1 meter 67200
18Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter1 meter 68940
19Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter1 meter 70680
20Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter1 meter 72420
21Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter1 meter 74160
22Cintec Anchor of 20mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter1 meter 75900
23Cintec Anchor of 25mm diamter Rebar/studd in cored hole of
50mm diameter1 meter 76200
24Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 50mm and 55mm diameter.1 meter 77940
25Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 55mm and 60mm diameter1 meter 79680
26Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 60mm and 65mm diameter1 meter 81420
27Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter1 meter 83160
28Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter1 meter 84900
29Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter.1 meter 86640
30Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter.1 meter 88380
31Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter.1 meter 90120
32Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter.1 meter 91860
33Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 100mm and 120mm diameter.1 meter 94320
34Cintec Anchor of 25mm diamter Rebar/studd in cored hole
between 120mm and 150mm diameter.1 meter 97320
35Cintec Anchor of 32mm diamter Rebar/studd in cored hole of
65mm diameter.1 meter 96000
36Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 65mm and 70mm diameter1 meter 97740
37Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 70mm and 75mm diameter1 meter 99480
38Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 75mm and 80mm diameter1 meter 101220
39Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 80mm and 85mm diameter1 meter 102960
40Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 85mm and 90mm diameter1 meter 104700
41Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 90mm and 100mm diameter1 meter 106440
42Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 100mm and 120mm diameter1 meter 108900
43Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 120mm and 150mm diameter1 meter 111900
44Cintec Anchor of 32mm diamter Rebar/studd in cored hole
between 150mm and 300mm diameter1 meter 117900
Final length & dia of anchor for strengthening of a distress, is
characterstic to distress in the structure hence, the same will
be decided on case to case basis. The above is inclusive of the
cost of manufacturing the tailor made anchors as per
structural requirements, packing of material and freight from
UK to India, custom duty and all other applicable taxes, etc.
Anchor prices are chargeable in intervals of 0.5meter. Hence if
anchor length of specific dimensions is say 6.30 meters, the
anchor rate will be calculated for 6.5meters.
NOTE:
1
2
3
4
5
6We will also like to add that since our technology is tailor made, in some cases certain
additional investigative analysis may be required for which charges will be as per actuals.
(b) Power supply for all site work including but not limiting to lighting, coring & anchor
intallation.
( c) Water as required to carry out the work.
(d) Accomodation for atleast 10 persons.
The above rates are valid for a period of 1 year from the date of this schedule.
Base exchange rate considered at 100INR = 1 GBP. Incase of fluctuation beyond 5%, the
differential rate as applicable, increase or decrease will be applicable upon 66% of the above
quoted cost.
It may be kindly be noted that the aforesaid job will be executed through our authorised
applicators only.
The above rates are inclusive of all applicable taxes as per prevailing Government regulations.
Facilities which are required to be provided free of cost for execution of the work within 50m of
work area are as below:
(a) Godown at site for storage of material. Min. space required is 200sqft & maximum space
may vary based of quantity of anchor material requrired for the project.
Annexure II
Water Proofing Quotation –Antrix Construction
ISSUE : RISING DAMPNESS
SOLUTION :Specialised chemical based Damp Proof course(For stone & Brick Masonary.)
Rate : Rs 625/rmt
ISSUE : WATERPROOFING
SOLUTION (COATING BASED) :
1) Sylaxene Based Water Repellent Coating.(Best for stone & Brick surfaces) Rate : Rs
150/sqm (2 COATS)
2) Acrylic Bituminous Coating. Rate : 210/Sqm(2 coats.)
3) Acrylic Polymer Coating. Rate : 250/Sqm (2 coats)
4) SBR Polymer Coating. Rate : 300/Sqm (2 coats)
5) Two Component Acrylic Coating.
5-a) Two Component Normal Acrylic Coating.Rate : Rs 450/sqm(2 coats)
5-b) Two Component High Elasticity Acrylic Coating.Rate : Rs 525/Sqm(2coats)
6) Elastomeric Coating. Rate : Rs 350/sqm (2 coats)
7) Epoxy Coating. Rate : Rs 625/sqm(2 coats)
8) Polyurethane(PU) Coating. Rate : Rs 1050/sqm (2 coats)
SOLUTION (MEMBRANE BASED) :
1) APP MEMBRANE Rate : Rs 410/sqm
2) Mineral Finish APP Membrane. Rate : Rs 500/sqm
3) SBS Membrane. Rate : Rs 800/sqm
4) NEOPRENE. Rate : Rs 1250/sqm
5)HYPALON. Rate : Rs 1550/sqm
6)EPDM. Rate : Rs 1200/sqm
7) UPVC MEMBRANE. Rate : Rs 1600/sqm
Some of Clients Lists are as follows.
HERITAGE STRUCTURE
1) Ramakrishna Maata Mandir.(85 year old structure). Waterproofing work completed 1 year
back.
2) Hillside Villa. (Heritage Structure of 70 year old.) Waterproofing work completed 2 years
back.
3) Devonshire. (Heritage Structure).Waterproofing work &Rising Dampness work
completed 1 year back.
4) PUSA AGRICULTURAL INSTITUTE. (Water proofing work & Structural strengthening
work in talks.
5) Vice Regal Lodge,Shimla. (Water proofing Work & Structural strengthening work in
talks.)
TECHNICAL DATA SHEET ----------------------------------------------------- Façade Division ------------------------------------------
------------ Lime Paint Verona
Technical characteristics LIME PAINT VERONA by OIKOS India is a mineral, water based paint for interior and exterior, formulated with mature lime putty that gives a smooth and matt finish. It is ideal for the restoration of prestigious buildings of historical importance where the ancient style and materials of the Italian tradition have to be maintained or proposed. The product creates a stable link with the surface, maintaining the level of vapour permeability of the support facilitating the evaporation of internal humidity. Its level of alkalinity prevents the development of mould and bacteria. LIME PAINT VERONA by OIKOS India confers to the wall a warm appearance with tones of colour typical of the ancient decorations made with lime products. LIME PAINT VERONA by OIKOS India has a low odour level, is non inflammable and is friendly to both humans and the environment.
Ideal use
Interior and exterior surfaces of prestigious / historically important buildings. Surface preparation
The surface must be dry and mature, new plasters should be left to mature for at least 30 days to allow complete carbonation of the support. Clean the surface and remove loose and flaking material. In case of restoration works, water infiltrations and leakages must be repaired. For the best results, it is recommended to apply the product on to a new, good quality plaster. On new walls or on already painted walls it is advisable to first apply PRIMER FOR LIME CYCLES by OIKOS India.
Application method
The product should be applied by brush: the first coat diluted 20 - 25%;. after 4 hours apply the second coat diluted 25 - 30% with drinkable water. Protect the surface from the rain during the first 24-48 hours from the application.
Technical characteristics: the application
Dilution 20 ÷ 30% with drinkable water Yield 5 ÷ 8 m2/l in two coats, according to surface absorbency Application tools Brush Primers PRIMER FOR LIME CYCLES by OIKOS India.
Application temperature +5°C ÷ +36°C (when relative humidity not over 80%) Drying time: tack free 1.30 h (at 20°C and relative humidity 75%) Drying time: fully cured 24 h (at 20°C and relative humidity 75%) Tools cleaning Water Important Protect the surface from the rain during the first 24-48 hours from the
application.
Technical characteristics: the product Composition Lime putty, fillers, titanium dioxide, inorganic pigments based on iron oxides
and coloured earth. Specific weight 1.5 kg/l +/- 3% (white) Texture max = 0.3 mm pH pH: 12.5-13.5 Storage temperature +2°C ÷ +36°C. Keep from freezing Fire reaction Negative when applied onto non inflammable surfaces. It is a waterbased
product with dry thickness less than 0.60 mm Water vapour permeability (Sd) 0.043 m (max allowed 2 m, DIN 52 615) Available colours Colours: White + colour chart DCS Decor Color System by OIKOS
Toxicological data
The product is free of heavy metals such as lead or chrome. It does not contain toxic solvents, aromatics or chlorides. There is no risk of any dangerous polymerization.
Note
The company Oikos India guarantees, to the best of its own technical and scientific knowledge, that the information contained in this technical data sheet is correct.Notwithstanding that indicated above, Oikos India takes no responsibility for the results obtained through the use of this product in as much as it is not possible for Oikos to check or control the application method used. For this reason, we recommend that you check carefully that each product chosen, is suitable for each individual use to which it is put
Code Unit Quantity Rate /Unit in Rs.
Amount in Rs.
MATERIAL :
NDSR Primer ( Lime Base By OIKOS India ) (One Coat) litre 1.35 305.00 411.75(@ 7.43 sqmt /litre)
NDSR Verona (Two Coat)(Oikos Mature Lime wash finish for Interior/exterior) litre 2.15 586.00 1259.90(@ 4.65 sqmt /Kg)
9999 Carriage of Material L.S. 1.56 1.70 2.65
LABOUR :
0131 Painter Day 1.20 368.00 441.600115 Coolie Day 0.60 311.00 186.600101 Bhisti Day 0.20 343.00 68.609999 Brushes, Sand Paper etc. L.S. 14.04 1.70 23.879999 Sundries L.S. 16.12 1.70 27.40
Total 2422.37Add for water charges 1 % 24.22
Total 2446.60
Add for CP & OH @ 15 % 366.99Total 2813.59
Cost of 10 sqm 2813.59Cost of 1 sqm 281.36
Say 281.00
Contact :OIKOS INDIA PVT. LTD.Ishwar Nagar, New Delhi
Description
+919266173731, +919289229990
Annexture-14Rate of Analysis and Nominclature of Item of Verona Mature Lime wash finish of interior and exterior grade for Historical Building By OIKOS India
NDSR
Providing and applying of Verona Vapour Permeable, water based Mature Lime wash finish of interior and exterior grade used for conservation and restoration of historical building, formulated by Mature Lime Putty with fillers by OIKOS India, After the cleaning of surface and removing any loose or flaking material, applied two coat of Verona Mature Lime wash finish by OIKOS India on one coat of Lime Based primer by OIKOS India of approved color and shade to achieve desired finish excluding the cost of surface preparation and scaffolding, apply by brush, roller and appropriate tools, as per manufacturer’s specification, all completes with the direction of Engineer-in-Charge.
NS Item Details of cost for 10 sqm