india - bharat petroleum€¦ · material/services required at: m/s. bharat petroleum corpn. ltd...

Material/Services required at:M/s. BHARAT PETROLEUM CORPN. LTDMUMBAI REFINERYMAHUL,MUMBAI - 400074India_______________________________________________________________________SUBJECT: BARRICADING FOR PROJECT AREAS AND MISCELLANEOUS WORKS.

You are invited to quote online through BPCL E-Procurement websitehttps://bpcleproc.in on "Two-Bid-Basis" for the subject work as per theenclosed Tender Documents.

Your quoted rates shall be inclusive of all applicable taxes and duties exceptMaharashtra VAT, Service Tax and Swachh Bharat Cess which shall be quotedseparately in attached Form-A. Please note that submission of this FORM-Aalong with Technical / Unpriced Bid is mandatory. Your rates shall remain firmtill completion of work. The applicability of Service Tax, Swachh Bharat Cessand MVAT as a percentage rate of total quoted price shall be clearly mentionedin the Form-A. If the information is not provided, it will be assumed thatService Tax, Swachh Bharat Cess and MVAT is not applicable. No claim for theService Tax, Swachh Bharat Cess and MVAT will be entertained subsequently.

Service Tax, Swachh Bharat Cess and MVAT shall be paid after verifiyingService tax regn. no. and MVAT TIN no., Break up of basic cost, Service tax,MVAT shall be provided in all your invoices along with service taxregistration no., MVAT TIN no., category of Taxable service (service taxcategory), type of company and address/ source of supply of material.

Any statutory variation in Service Tax, Swachh Bharat Cess and MVAT within thecontractual completion period shall be to BPCL account, against submission ofdocumentary evidence for substantiating the variation by way of relevantnotification. However in case of delay in completion period beyond thecontractual date, for reasons attributable to contractor, any increase inthese rates shall be borne by the contractor, whereas any decrease in ratesshall be passed on to the owner.

VALIDITY : Your quotation shall be valid for period of 120 Days from theQuotation due date/ extended due date whichaver is later.

Submission of tenders on line:

To,M/s. BPCL ESTIMATEMUMBAI . India - 400038.Ph:,Fax:.Vendor Code:300648

Quotation Due Date/Time:12.02.2016/12:00:00

For Bharat Petroleum Corporation Ltd.Vendor Sign & Stamp

REQUEST FOR QUOTATION Collective RFQ Number/ Purchase Group 1000250071 / N46-DHT SER PROC Contact person/Telephone SINARE ANUP/-3269 Fax : - Email:[email protected] Our ref.:

RFQ No/Date: 6000908857 / 29.01.2016

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Bidders are requested to submit / upload their UNPRICED & PRICED BIDS alongwith all required documents, on or before the due date by 12.00 hrs., on BPCLE-Procurement website https://bpcleproc.in maintained by M/s. E-procurementTechnologies Ltd. For submitting the digitally signed copy of the unpricedtender documents as token of acceptance, bidders are required to put tick markagainst tender documents in the "Bid common forms" of the E-Tender. In casenothing is mentioned regarding acceptance of the documents in separateattachment titled 'DEVIATIONS', it will be assumed that all tender documentsare acceptable to the bidders. In case of any discrepency between SOR detailsin RFQ document and SOR document of E-tender, the details in RFQ documentshall supersede.

For any assistance regarding online submission of bids on BPCL E-Procurementweb site, you may contact ON +91-22-65354113, 65595111, on all working days(Mon - Fri) between 0900 hrs to 1700 hrs.

Hard copies of the bids shall not be submitted, unless specially asked for byBPCL and the same if submitted shall not be considered for evaluation. ThePRICED BID shall be submitted online as per the pricing format given.

DEVIATION :

You are requested to have all your queries clarified before bidding. However,if you still have deviations from our RFQ and the attachments (specifications/ scope of work / Drawings ) etc. please indicate deviations in your offerunder a separate attachment titled 'DEVIATIONS' giving reference to RFQ clauseno. Deviations appearing in separate attachment of the E-Tender titled'DEVIATIONS' shall only be considered while evaluating the offer. In casethere are no deviations, please submit "NIL DEVIATIONS". Deviations mentionedelsewhere shall not be considered for evaluation.

NEFT PAYMENT:

Payments to contractors etc. shall be made by National Electronic FundTransfer (NEFT) only. Payment by cheque will be made only to those vendorswhose bank is located in the city where NEFT payment facility is presently notavailable. Bids received from vendors who are not accepting the NEFT paymentterms are likely to be rejected.

MSME CLAUSE:

Owner reserves its right to allow Public Sector Enterprises (Central/ State),purchase preference as admissible/ applicable from time to time under theexisting Government policy. Purchase preference to a PSE shall be decidedbased on the price quoted by PSE as compared to L1 Vendor at the time ofevaluation of the price bid.

Clause regarding purchase preference to Micro and Small Enterprises

Owner reserves its right to allow Micro and Small Enterprises (MSEs) and MSEs

To:M/s. BPCL ESTIMATE MUMBAI - 400038 India (300648)

For Bharat Petroleum Corporation Ltd.Vendor Sign & Stamp of 56

owned by Scheduled Caste (SC) or the Scheduled tribe (ST) entrepreneurs,purchase preference as admissible/ applicable from time to time under theexisting Government policy. Purchase preference to a MSE and a MSE owned bySC/ ST entrepreneurs shall be decided based on the Net Evaluated Price quotedby the said MSEs as compared to L1 Vendor at the time of evaluation of theprice bid, in case the contract is divisible. Bidders claiming purchasepreference as MSE need to submit the following documents:a. Notarized copy of all the pages of the EM-II certificate issued by theappropriate authorities mentioned in the Public procurement policy ofMSEs-2012.b. Vendors' declaration on a duly notarized Rs.100 stamp paper stating that,in the event of award of contract, all the ordered supplies shall be made fromthe unit for which MSE certificate has been submitted.

The photocopy of the Valid MSE registration with any notified body specifiedby ministry of micro, small and medium enterprises should accompany the biddocuments. Failing which no price preference will be considered in such cases.

The Net Evaluated Price is the all inclusive delivered price.Net Evaluated Price = Quoted Basic Price + Excise duty + Freight +local taxesand duties+ Octroi Charges and /or entry tax less Cenvat Benefits on Exciseand Input Tax Credit on VAT.

Clause regarding ISO Certification and adherence:

BPCL Mumbai Refinery is an ISO:50001:2011 certified Refinery and is focused onenergy efficiency. In line with the same, all contractors providing servicesfor BPCL Mumbai Refinery should preferably deploy energy efficient equipmentssuch as energy efficient welding machines, LED / CFL temporary lighting andtemporary window AC of BEE 4-star rating and above for execution of the work.

Please submit folowing details in the E-Tender attachment titled "reply ofpoint no.13 of special safety conditions" along with techno-commercial bid:-

a) Complete work injury records per year for the last three years.b) Total man-hours worked per year for the last three years.c) Safety assurance plan.d) No. of supervisorse) No. of skilled workmenf) No. of unskilled workmen

In case, reply to Point No.13 is not submitted, bids are likely to berejected/ bids may not be considered for technical evaluation.

In case of any clarification and site visit, please contact BPCL, Mr. AshviniRajpoot, Officer Projects on Tel.- 022-25524315 Extn :4315.

In case of any clarification, please contact BPCL Engineer-in-charge, Mr.Nagaraja M. N., Chief Manager Projects on Tel - 022-25533359 Extn : 3359.



---------------------------------------------------------------The details of IEM (Independent External Monitor) as mentioned in section 8 ofour Integrity pact attached:

Name of IEM: Shri. Brahm DuttAddress: A-1/8 Safdarjung Enclave, New Delhi-110 029.Mobile: 09871920282.E-Mail: [email protected]

The details of Purchasing / Procuring Officer:

Name of procuring officer: Mr. Anup Sinareoffice address : P&CS Department, Admin Building, BPCL, Mahul Refinery, Mumbai-400074.Contact Details : Ext. 022-25523269, Mo. 9619327662.______________________________________________________________________________________________________________________________________________

Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________

00010 BARRICADING FOR PROJ. AREAS & MISC. WKS 31.03.2016_______________________________________________________________________ The item 00010 covers the following services:_______________________________________________________________________ 10 300.000 M3

CVL EW EXCVN FOUNDATION-1.5M (Cubic meter) _________________________________________________________________

CIVILEARTH WORKEXCAVATION"Earth work, in excavation, in all classes of soil including hard laterite andnarikal except hard rock which require blasting for foundation trenches,footings, Drains and connected works, keeping the good earth near the site atsuitable location for backfilling the sides of foundations, footings etc.including breaking clods, necessary leveling, watering and manuallyconsolidating, all as per specifications , removal of all debris likely to bepresent, all charges for loading, unloading, transporting and disposing thesurplus earth as detailed above, by manual and / or mechanical means, atdesignated places for all leads, lifts, depths and heights,The earthwork excavation shall be carried out at the risk and cost of thecontractor such that no underground/ over ground pipelines or cables or nearbystructures are damaged during the course of execution of the work. The chargesfor bailing out water/oily water and providing shoring and strutting, ifrequired, shall be included in the rate for this item. All activitiesdescribed above shall be carried out as per the approval and direction of theEngineer-in-Charge. From 0.00 to 1.50 Metres "

_________________________________________________________________

Service Item 10: Unit basic rate in words ________________________________

_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 20 300.000 M3

CVL EW EXCVN FOUNDATION-3M (Cubic meter)




_________________________________________________________________CIVILEARTH WORKEXCAVATION"Earth work, in excavation, in all classes of soil including hard laterite andnarikal except hard rock which require blasting for foundation trenches,footings, Drains and connected works, keeping the good earth near the site atsuitable location for backfilling the sides of foundations, footings etc.including breaking clods, necessary leveling, watering and manuallyconsolidating, all as per specifications , removal of all debris likely to bepresent, all charges for loading, unloading, transporting and disposing thesurplus earth as detailed above, by manual and / or mechanical means, atdesignated places for all leads, lifts, depths and heights,The earthwork excavation shall be carried out at the risk and cost of thecontractor such that no underground/ over ground pipelines or cables or nearbystructures are damaged during the course of execution of the work. The chargesfor bailing out water/oily water and providing shoring and strutting, ifrequired, shall be included in the rate for this item. All activitiesdescribed above shall be carried out as per the approval and direction of theEngineer-in-Charge. From 1.50 to 3.0 Metres "

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 30 200.000 M3

Backfilling after execution of work (Cubic meter) _________________________________________________________________

Backfilling after execution of work to proper grade & level with availableearth within a lead of 100 M including re-excavating available soil, laying atheights upto maximum 1.5 M & depths upto maximum 4.5 M in layers of thicknessnot exceeding 150 mm, watering, rolling & ramming by manual methods /mechanical compactors to achieve 90 % LAB. max. dry density, dressing,trimming etc. in foundations, plinths, trenches, pits, etc. all complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 40 500.000 M3

Transporting within Refinery the surplus (Cubic meter) _________________________________________________________________

"Transporting within Refinery the surplus earth, rock & debris etc. includingshrubs & vegetation from construction areas beyond the initial lead of 100 Mincluding re-excavation of deposited soil excavated earlier, transporting,



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________loading, unloading at all levels, stacking, levelling & dressing both theareas (i.e. from where the earth is transported & where it is deposited) etc.all complete.In case of truck measurement 30 % voids shall be deducted to arrive at netpayble volume."

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 50 500.000 M3

Transporting outside Refinery the surplu (Cubic meter) _________________________________________________________________

Transporting outside Refinery the surplus earth, rock & civil debris etc.keeping BPCL indemnified of any liability and/or complain from localauthorities / municipal bodies etc., the surplus earth & debris includingshrubs & vegetation from construction areas beyond the initial lead of 100Mincluding re-excavation of deposited soil excavated earlier, transporting,loading, unloading at all levels, stacking, levelling & dressing both theareas (i.e. from where the earth is transported & where it is deposited) etc.all complete. The contractor should dump at disposal site approved by localauthority. In case of truck measrement 30% voids shall be deducted to arriveat net payble voulme.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 60 450.000 M3

EARTHWORK Suppl/ lay stone dus . (Cubic meter) _________________________________________________________________

EARTHWORKSuppl/ lay stone dust powder in cable trench upplying and laying of fine blackstone dust powder in able trench in layers , watering, dressing to requiredlope with all leads & lifts etc. all complete upto depth of 2 M below grounglevel. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 70 100.000 M3

Prov./laying PCC of nominal mix 1:2:4 (Cubic meter) _________________________________________________________________



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Providing & laying PCC (Plain Cement Concrete) to be of nominal mix 1:2:4 byvolume (1 cement : 2 coarse sand : 4 crushed stone aggregate) with 20 mm &down size graded crushed stone aggregates at all depth and height inpedestals, pathways, copings etc. including tamping, ramming, vibrating,curing, shuttering etc. in any shape, thickness, position & rendering to giveeven & smooth surface in line & level, all complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 80 300.000 M3

Supplying/ laying M35 grade RMC (Cubic meter) _________________________________________________________________

Manufacturing, supplying and laying at all height, depth and all stages,design mixed M35 grade Ready Mix Concrete (RMC), using ACC, L&T,CCI, GujaratAmbuja or equivalent make Portland Pozzolana Cement (PPC) fly ash based(conforming to IS:1489 Part-I ) or Portland Slag Cement (PSC) (conforming toIS:455) as indicated in IS:456 : 2000, at batching plant outside BPCLRefinery, transporting to site of pour using transit mixer, consolidatingusing diesel vibrator, rendering smooth finish, curing concrete, includingusing cement water proofing compound confirming to IS:2645, admixersconfirming to IS:9103 like super plasticiser etc. in proportions as permanufacturer's specification's including Mix designing M35 grade concrete mixas per IS:10262 (latest edition) with minimum cement content and maximum watercement ratio as specified in relevent IS code and slump between 150mm to 50mmdepending on the design with 20mm and down graded stone aggregates in alltypes of structures e.g. foundations, columns, slabs, footings, raft, beam,manholes, pits, pipe sleepers, etc. including providing pockets, openings,recesses, chamfering puddle flanges etc.(excluding the cost of reinforcement &shuttering), all complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 90 20.000 M3

Prov. & laying RCC M35 grade Design Mix (Cubic meter) _________________________________________________________________

Providing & laying RCC (Reinforced Cement Concrete) of M35 grade design mixconfirming to IS:10262 with 20mm and down size graded crushed stone aggregatesusing ACC, L&T,CCI, Gujarat Ambuja or equivalent make Portland PozzolanaCement (PPC) fly ash based (conforming to IS:1489 Part-I ) or Portland slagCement (PSC) (conforming to IS:455 ) or Ordinary Portland Cement (OPC) grade53 (conforming to IS: 12269) as indicated in IS:456 : 2000, minimum cement



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________content and maximum water cement ratio as per relevent IS code insuperstructure / substructure of all types e.g. suspended floors, slabs,beams, columns, walls, including counterforts, staircase, landings, steps,lintels, chajjas, footings, retaining walls, copings with drip moulds etc.,wherever required, at all heights, depths and all stages including use ofadmixtures confirming to IS:9103 (admixturers shall be supplied by contractorat his own cost), temporary steel scaffolding with platforms, vibrating,tamping, curing & rendering if required to give a smooth & even surface(excluding the cost of reinforcement & shuttering) in any shape, position &thickness etc. all complete as specified.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 100 600 M2

Shuttering (Square meter) _________________________________________________________________

Providing & fixing straight/ inclined/ curved type of good qualityM.S./plywood centering and shuttering in substructure as well as superstructure at all height, depth and all stages etc. for walls, beams, slabs,columns, lintels, chajjas, pardi, equipment/ machine foundations, pedestals,abutments, pipe sleepers, culvert and other miscellaneous items etc. includingstrutting, bracing, propping, etc. keeping the same in position duringconcreting and removal of the same after specified period, etc., keepingnecessary provision for inserts, projecting dowels etc. all complete and asspecified & directed.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 110 25.000 MT

S/L OF HYSD BARS (Tonnes) _________________________________________________________________

Supplying and Laying High Strength Deformed (HSD) reinforcement bars of alldiameters, cleaning, cutting, bending to required shape and size as per barbending schedule prepared by the contractor, binding with 16 SWG black softannealed binding wire (supplied by the contractor at his own cost) at everyinter section, placing chairs as required, supplying with proper cover blocksin substructure as well as super structure at all height, depth and all stagesetc. all complete. NOTE : 1) Straightening, cleaning, cutting, bending as perbar bending schedule of HSD reinforcement bars shall be carried out incontractors yard located inside the refinery. 2) HSD reinforcement barsprocured by the contractor at his own cost shall be confirming to IS:1786 Fe



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________415 (latest edition). 3) Payment shall be made for HSD bars actually laid atsite, wastage shall not be considered for payment.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 120 10.000 M3

CONCRETE WORK Grouting, cement s . (Cubic meter) _________________________________________________________________

CONCRETE WORKGrouting, cement sand groutGrouting under equipment bases, steel structures, steelstacks, rails etc., With 1:1 nominal mix by volume cement :sand grout including preparation of concrete surfaces bychipping, cleaning etc., providing and fixing good qualityMS/plywood form work as required, curing & finishing theexposed surfaces etc all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 130 2.700 M3

CONCRETE WORK Grouting, non- shri . (Cubic meter) _________________________________________________________________

CONCRETE WORKGrouting, non- shrink groutGrouting under equipment bases, steel structures, steelstacks, rails etc., With an non- shrink grout includingpreparation of concrete surfaces by chipping, cleaningetc., providing and fixing good quality MS/plywood formwork as required, curing & finishing the exposed surfacesas per drawings. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 140 100 RM

CONCRETE WORK RCC hume pipes NP3 . (RUNNING METER) _________________________________________________________________

CONCRETE WORKRCC hume pipes NP3 150 mm diaSupplying & laying of 150 mm dia size of RCC hume pipes ofNP3 class with collars confirming to IS 458 including



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________cutting of pipes if necessary, lowering, laying in positionto proper levels & slopes etc. caulking the joints withneat cement slurry & finishing with CM (1:2), curing etc.all complete as directed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 150 26 RM


CONCRETE WORKRCC hume pipes NP3 300 mm diaSupplying & laying of 300 mm dia size of RCC hume pipes ofNP3 class with collars confirming to IS 458 includingcutting of pipes if necessary, lowering, laying in positionto proper levels & slopes etc. caulking the joints withneat cement slurry & finishing with CM (1:2), curing etc.all complete as directed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 160 38 RM


CONCRETE WORKRCC hume pipes NP3 600 mm diaSupplying & laying of 600 mm dia size of RCC hume pipes ofNP3 class with collars confirming to IS 458 includingcutting of pipes if necessary, lowering, laying in positionto proper levels & slopes etc. caulking the joints withneat cement slurry & finishing with CM (1:2), curing etc.all complete as directed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 170 25.000 M3

BRICK/RR MASONRY WOR Brick masonry work (Cubic meter) _________________________________________________________________

BRICK/RR MASONRY WORKSBrick masonry work upto 6 M ht & 4 M depthProviding & laying brick masonry work confirming to IS:2212



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________with bricks having minimum crushing strength of 35 Kg/ Sq.cm. in CM (1:4) in sub structure & super structures forheights including providing recesses, opening etc, steelscaffolding, curing, raking out joints etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 180 20 M2

BRICK/RR MASONRY WOR Brick thick masonry (Square meter) _________________________________________________________________

BRICK/RR MASONRY WORKSBrick thick masonry work 1/2 bk in substructure as well assuper structure etc.Supplying & laying of half brick thick masonry workconfirming to IS:2212 in substructure as well as superstructure etc. in partitions/ finges etc. in C.M. (1:4)with RCC patli of 75 mm thick including providing recesses,opening etc, steel scaffolding, curing, raking out jointsetc. all complete. (RCC patli shall be paid separatelyunder respective RCC item.). _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 190 5 M2

PLASTERING/POINTING Cement plaster 6 mm (Square meter) _________________________________________________________________

PLASTERING/POINTING WORKSCement plaster 6 mm thk to underside of ceiling upto allhts as directed.Providing & laying 6 mm thick cement plaster to undersideof ceiling, chajjas, lintals etc. in C.M. 1:4 to concretesurfaces including necessary hacking, steel scaffolding,watering, curing, finishing etc. all complete for allheights as directed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 200 200 M2

PLASTERING/POINTING Cement plaster 12/15 (Square meter) _________________________________________________________________

PLASTERING/POINTING WORKS



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Cement plaster 12/15 mm thk internal surface in superstructure ( for all heights )Providing & laying 12/15 mm thick cement plaster tointernal surface in C.M. 1:4 to brick masonry/ concretesurfaces including necessary hacking, steel scaffolding,watering, curing, finishing etc. all complete in superstructure ( for all heights ). _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 210 150 M2

PLASTERING/POINTING Cement plaster 18/20 (Square meter) _________________________________________________________________

PLASTERING/POINTING WORKSCement plaster 18/20 mm thk in sub as well as superstructure.Providing & laying 18/20 mm thick plaster in two layers,with first layer of 12 mm thickness & second layer of 6/8mm thickness in C.M. 1:4 to brick masonry/ concretesurfaces including necessary hacking, providing dripmoulds, steel scaffolding, watering, curing, finishing etc.all complete in sub as well as super structure. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 220 50 M2

DOORS/ WINDOWS Sun-control films, r . (Square meter) _________________________________________________________________

DOORS/ WINDOWSSun-control films, reflective, f 50 micronns gaugeProviding & fixing approved quality Garware make orapproved equivalent, reflective sun-control films of 50micronns gauge on glass panes without any kinks andundulations etc. complete as directed. Payment shall bemade as per the size of the glass panes on which film isprovided, wastages shall not be considered for payment. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 230 25 M2

DOORS/ WINDOWS Sun-control films, N . (Square meter)




_________________________________________________________________DOORS/ WINDOWSSun-control films, Non-reflective, 50 micronns gaugeProviding & fixing of Garware or approved equivalent make,non-reflective sun-control films of 50 micronns gauge onglass panes without any kinks and undulations etc. allcomplete. Payment shall be made as per the size of theglass panes on which film is provided, wastage shall not beconsidered for payment. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 240 25.000 MT

S / F / E OF STRUCTURAL STEEL WORKS (Tonnes) _________________________________________________________________

S / F / E OF STRCUCTURAL STEELSupplying, transporting, storing, fabricating & erecting in position(including erection on existing pipe racks )and testing/ examining bolted orwelded.

STRUCTURAL STEEL WORKS of Grade E250B as per IS:2062 at all levels andlocations including all builtup sections/ compound sections made out of rolledsections and/or plates/ bent plates in all types of structural frameworks,floor beams, stairs, or any other structural items or accessories to supportequipments, piping, conveyor galleries, towers, masts, etc., but excludingsilos, bunkers, hoppers, etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/ weldingof joints, (including sealing the joints of box sections with continuouswelding), finishing edges by grinding, fixing in line and level with temporarystaging & bracing and removal of the same after erection, grouting withOrdinary Grout or premix free flow Non-shrink Grout as specified, includingpreparation and submission of detailed fabrication drawings, preparing thesurface for painting and applying shop primer as per BPCL Specification No.AE-S-5430 after fabrication etc. FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 mABOVE HPP/ FGL, all complete.

SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Non FIM Items ) _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 250 6.000 MT

S / A OF FIELD PAINT AS PER SYSTEM 1 (Tonnes)




_________________________________________________________________S / A OF FIELD PAINT SYSTEM 1

Supplying and applying FIELD PAINT SYSTEM of approved quality and shadeincluding only Touch up coat of primer as per SYSTEM 1 of Cl.No. 7.0(A) ofBPCL Specification No. AE-S-5430 over the coat of shop primer already applied,including storage, surface preparation, degreasing, cleaning, drying,providing necessary arrangement for access, testing etc. including touching upof shop primer coat, for steel structures at all levels and locations, allcomplete as specified, for OFFSITE areas considering HIGHLY CORROSIVEEnvironment.SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Non FIM Items )

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 260 5.000 MT

T / F / E OF STRUCTURAL STEEL WORKS (Tonnes) _________________________________________________________________

Transporting, storing, FABRICATION &erecting in position (including erectionon existing pipe racks) and testing/ examining bolted or welded.

STRUCTURAL STEEL WORKS INCLUDING FABRICATION AND ERECTION of Grade E250B asper IS:2062 at all levels and locations including all buildup sections/compound sections made out of rolled sections and/or plates/ bent plates inall types of structural frameworks, floor beams, stairs, or any otherstructural items or accessories to support equipments, piping, conveyorgalleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc.,cutting to required size, straightening/ bending if required, edgepreparation, cleaning, preheating, bolting/ welding of joints, (includingsealing the joints of box sections with continuous welding), finishing edgesby grinding, fixing in line and level with temporary staging & bracing andremoval of the same after erection, grouting with Ordinary Grout or premixfree flow Non-shrink Grout as specified,FOR ALL HEIGHTS all complete.SUPPLY OF ALL STRUCTURAL STEEL MATERIAL IN BPCL SCOPE.ALL BOLTS AND OTHER CONSUMBALES IS IN CONTRATOR SCOPE.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 270 25.000 MT



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________MODIFICATION OF STRUCTURAL STEEL WORKS (Tonnes)

_________________________________________________________________MODIFICATION OF STRUCTURAL STEEL WORKS

Modification of existing fabricated or erected structural steelworks, handrail etc. (including transportion, storage, refabrication andR-erection) in position and testing/ examining bolted and/ or welded.

STRUCTURAL STEEL WORKS of Grade E250B as per IS:2062 at all levels andlocations including all builtup sections/ compound sections made out of rolledsections and/or plates/ bent plates in all types of structural frameworks,floor beams, stairs, or any other structural items or accessories to supportequipments, piping,conveyor galleries, towers, masts, etc., but excludingsilos, bunkers, hoppers, etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/ weldingof joints, (including sealing the joints of box sections with continuouswelding), finishing edges by grinding, fixing in line and level with temporarystaging & bracing and removal of the same after erection, grouting withOrdinary Grout or premix free flow Non-shrink Grout as specified, includingpreparation and submission of detailed fabrication drawings, preparing thesurface for painting and applying shop primer as per BPCL Specification No.AE-S-5430 after fabrication etc.

FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, all complete.

SUPPLY OF MATERIALIS NOT IN CONTRACTOR'S SCOPE. ( FIM Items ) _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 280 5.000 MT

S/F/E of Galvanized Structural Steel (Tonnes) _________________________________________________________________

S/F/E of struct Steel members With shot blast incl. 120 microns thick hot dipgalvanizing

STRUCTURAL STEEL WORKS

Supplying,developing fabrication drawings, fabricating & erecting in positionbolted / welded 120 microns thick Hot dipped galvanised Structural Steelmembers at all levels including all built up sections/ compound sections usingM.S. rolled section/ plates/ chequered plates etc. conforming to IS:2062 andrelevent IS specifications in various steel structures like mono rail,brackets, catladder, beams, columns, trusses, bracing's, approach platform orany other structure, including transporting fabricated structural steel from



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________the contractor's workshop outside refinery to the site of work insiderefinery, cutting, finishing edges by grinding, fixing in line & level withtemporary staging & removal of the same aftererection, grouting with Non shrink grout,at site etc all complete. NOTE:(1)Fabrication shall be carried out in contractor's workshop located outside theRefinery but within municipal limits of Mumbai,Navi Mumbai and Thane area. (2)Structural steel shall be of approved make like TISCO, IISCO, MUKUND, ESSAR,SAIL or equivalent. 3) All fillet welds shall be of minimum 8 mm thickness. 4)Contractor shall have to prepare fabrication drawings on AUTOCAD in original"Dwg" format based on colour codes and layer concept basis and submit the sameto BPCL in CD and on hard copy(one set) all such "As built" fabrication drawings.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 290 3.000 MT

STRUCTURAL STEEL WOR S/L of cheq. plate (Tonnes) _________________________________________________________________

STRUCTURAL STEEL WORKSSupplying and Laying of chequered plates of 6/8 mmSupply, transportation, fabrication & laying of chequeredplates of 6/8 mm thickness on trenches, platforms,catchpits, openings etc. including cutting to requiredshape & size & painting with 2 coats of aluminium paintover two coats of zinc phosphate primer etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 300 1.000 MT

STRUCTURAL STEEL WOR Laying of MS plates (Tonnes) _________________________________________________________________

STRUCTURAL STEEL WORKSLaying of MS plates of thickness 16mm to 25mmLaying of MS plates of thickness 16mm to 25mm on trenches,roads, ground etc., supplied by BPCL, includingtransporting plates from shown location to work site withinrefinery including manpower, machinery, transport etc. allcomplete. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 310 70 RM

S / F / E OF HAND RAILING (RUNNING METER) _________________________________________________________________

S006.23.03M02 : S/ F / E OF HAND RAILING

Supplying, fabricating and fixing in position at all locations 1000mm highHORIZONTAL HAND RAILING (for platforms, staicases,walkways, etc. or any otherlocation as directed) consisting of top rail, mid rail and vertical posts(Maximum spacing 1000mm c/c) AS PER BPCL Std.No.FSK-2690, includingstraightening if required, cutting, bending, welding, bolting, grouting withordinary grout, cleaning, surface preparation, shop primer as per BPCL SPEC.AE-S-5430, preparation and submission of fabrication drawings etc. allcomplete as specified, shown and directed. (SUPPLY OF ALL MATERIALS INCONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length oftop rail only and not length of each element fixed). Non FIM Items

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 320 50 M2

PAINTING/ OTHER WALL Flat oil paint for (Square meter) _________________________________________________________________

PAINTING/ OTHER WALL FINISHESFlat oil paint for all heightsSupplying & painting with flat oil paint in approved shade& color using brush and roller in two coats as permanufacturer's specifications over two coats of cementprimer confirming to IS:109 applied using brush on internalplastered or form finished RCC surface including necessarysteel scaffolding, scrapping, cleaning, removal ofgrease/oil/algae, making the surface even & smooth etc. allcomplete for all heights _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 330 50 M2

PAINTING/ OTHER WALL Synthetic enamel pa (Square meter) _________________________________________________________________

PAINTING/ OTHER WALL FINISHESSynthetic enamel paint over 2 coats of zn phosp primer -for all heights.



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Supplying & painting with synthetic enamel paint confirmingto IS:2932 in approved shade & color using brush in twocoats as per manufacturer's specifications over two coatsof zinc phosphate primer applied using brush on steelsurface including necessary steel scaffolding, surfacepreparation by scraping with wire brush, cleaning, removalof grease/oil/algae, making the surface even & smooth etc.all complete for all heights _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 340 1,000 INH

PAINTING/ OTHER WALL Sign writing with s (INCH HEIGHT PER METER) _________________________________________________________________

PAINTING/ OTHER WALL FINISHESSign writing with sandtex paint for all htsSign writing with sandtex paint in approved shade & colorusing brush in two coats including surface preparationetc. all complete for all heights. Steel scaffolding shallbe paid separately under respective item. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 350 1,000 INH

PAINTING/ OTHER WALL Sign writing with s (INCH HEIGHT PER METER) _________________________________________________________________

PAINTING/ OTHER WALL FINISHESSign writing with synthetic enamel paint for all htsSign writing with synthetic enamel paint confirming toIS:2932 in approved shade & color using brush in two coatsincluding surface preparation etc. all complete for all hts. Steel scaffolding shall be paid separately underrespective item. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 360 1 EA

PLUMBING & SANITATIO Soak pit 2mx1.5x2m (each) _________________________________________________________________

PLUMBING & SANITATIONSoak pit 2mx1.5x2m deep int size, fill charcoal, stone



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________aggreg. sandSupplying & constructing a 2m x 1.5m x 2m deep internaldimensions soak pit in brick masonry including excavationin all type of soil, backfilling, filling with filter medialike charcoal, stone aggregates, sand etc. with precast RCCslab cover, inlet/ outlet connections etc. all complete.Outlet of soak pit should be connected to existing drainpit with necessary slope, excavation/ backfilling etc.complete as directed at site. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 370 1 EA

PLUMBING & SANITATIO `S' type SW gully t (each) _________________________________________________________________

PLUMBING & SANITATION`S' type SW gully trap 150mm x 100mm sizeProviding & fixing 150mm x 100mm size `S' type SW gullytrap confirming to IS:651 with CI grating & constructing300mm x 300mm (internal) size brick chamber in 230mm thickbrick wall in CM 1:4 on M15 grade foundation concrete,plastering inside and all exposed surfaces with 1:3 Cm of12mm average thickness including providing and fixing Extraheavy duty CI frame and cover full size, earth work inexcavation, backfilling, removal of surplus earth,finishing to original etc. complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 380 5 RM

PLUMBING & SANITATIO Glazed stone ware p (RUNNING METER) _________________________________________________________________

PLUMBING & SANITATIONGlazed stone ware pipes of 150 mm dia.Providing & laying glazed stone ware pipes of 150 mm diasize including tees, bends etc. confirming o IS:651andjoining with spun yard and 1:1 cement mortar in trenches torequired level and gradients over a layer of 150mm thk1:2:4 concrete etc all complete. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 390 50 RM

PLUMBING & SANITATIO G.I. pipes of class (RUNNING METER) _________________________________________________________________

PLUMBING & SANITATIONG.I. pipes of class `C' 32 mm diaProviding & fixing 32 mm dia G.I. pipes of class `C'confirming to IS:1239 in vertical or horizontal position atall heights, including cutting, threading, bending &joining with necessary class 'C' GI fitting such as tees,bends, unions, elbows, reducers, sockets, flanges, checknuts, plug bends etc. providing & fixing necessary GImalleable clamps & supports & testing the line as specifiedcomplete including painting the exposed pipes with twocoats of enamel paint in approved shade & color etc allcomplete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 400 30 RM




_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 410 20 RM


PLUMBING & SANITATIONG.I. pipes of class `C' 20 mm diaProviding & fixing 20 mm dia G.I. pipes of class `C'



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________confirming to IS:1239 in vertical or horizontal position atall heights, including cutting, threading, bending &joining with necessary class 'C' GI fitting such as tees,bends, unions, elbows, reducers, sockets, flanges, checknuts, plug bends etc. providing & fixing necessary GImalleable clamps & supports & testing the line as specifiedcomplete including painting the exposed pipes with twocoats of enamel paint in approved shade & color etc allcomplete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 420 20 RM




_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 430 20 RM


PLUMBING & SANITATIONG.I. pipes of class `C' 50 mm diaProviding & fixing 50 mm dia G.I. pipes of class `C'confirming to IS:1239 in vertical or horizontal position atall heights, including cutting, threading, bending &joining with necessary class 'C' GI fitting such as tees,bends, unions, elbows, reducers, sockets, flanges, checknuts, plug bends etc. providing & fixing necessary GImalleable clamps & supports & testing the line as specifiedcomplete including painting the exposed pipes with two



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________coats of enamel paint in approved shade & color etc allcomplete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 440 4 EA

PLUMBING & SANITATIO Brass stop cock 15 (each) _________________________________________________________________

PLUMBING & SANITATIONBrass stop cock 15 mm diaProviding & fixing 15 mm dia nikel chromium plated brassstop cock with thickness of plating not less than servicegrade 2 of IS:4827 including making connections, cuttingwalls and pipes and making good the same etc. complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 450 4 EA

PLUMBING & SANITATIO 15 mm dia brass bi (each) _________________________________________________________________

PLUMBING & SANITATION15 mm dia brass bib cockProviding & fixing 15 mm dia nikel chromium plated brassbib cock with thickness of plating not less than servicegrade 2 of IS:4827 including making connections, cuttingwalls and pipes and making good the same etc. complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 460 4 EA

PLUMBING & SANITATIO Full way gun metal (each) _________________________________________________________________

PLUMBING & SANITATIONFull way gun metal pit valves ISI mark of 25 mm dia.Providing & fixing heavy quality full way gun metal pitvalves ISI mark of 25 mm dia. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________




470 3.000 MT FENCING/ BARRICADING S/F/E M.S. angle fr (Tonnes)

_________________________________________________________________FENCING/ BARRICADINGS/F/E M.S. angle frame for chain link / barbed wire fencinght 5 MSupplying, fabricating & erecting in position structuralsteel confirming to IS:2062 in M.S. angle frame work forchain link / barbed wire fencing and for single/Double leafdoor of chain link / barbed wire fencing made out of MSangles, MS flats, MS sheets etc including cutting torequired size, edge preparation, bolting/ welding ofjoints, finishing edge by grinding, drilling holes withdrilling machine, transporting the fabricated structuralsteel to site of work, fixing in line & level withtemporary staging & removal of same after erection,preparing the surface for painting by wire brush andpainting with brush one coat of zinc phosphate primer atshop, painting with brush one coat of zinc phosphate primerwith two coats of aluminium paint at site etc all completeupto height of 5 M above ground level. NOTE : 1)Fabrication shall be carried out outside the refinerypremises but within municipal limits of Mumbai, Navi Mumbaiand Thane. 2. All material shall be supplied by thecontractor at his own cost. 3. Related civil works likeexcavation, RCC/ PCC etc.shall be paid separately underrespective items. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 480 100 M2

FENCING/ BARRICADING S/F corrugated GI s (Square meter) _________________________________________________________________

FENCING/ BARRICADINGS/F corrugated GI sheets 24 gauge at all heightsSupplying, transporting, cutting & fixing 24 gaugecorrugated GI sheets for temporary barricading includingproviding necessary supporting structure, supply &installation of necessary clamps & hardware, steelscaffolding etc. all complete at all heights. NOTE: 1)Structural fabrication shall be paid separately underrespective item. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 490 100 M2

FENCING/ BARRICADING S/F GI chain link . (Square meter) _________________________________________________________________

FENCING/ BARRICADINGS/F GI chain link at all heightsSupplying & fixing galvanised chain link made out of 10gauge wire in 50 mm diamond shape mesh with necessary G.I.staple, clips etc. including tensioning chain link etc. allcomplete at all heights _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 500 100.000 M3

TANK PAD/ ROAD/SOLIN Supplying & laying (Cubic meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSSupplying & laying Soling incl. compact with hand roller/manuallySupply & laying of soling of all thicknesses, as directed,using black trap stones in paving, below foundations, inroad works etc. including supply & filling intersticesusing stone chips / stone dust, watering, ramming,compacting with hand roller/manual methods, dressing torequired slope & camber, etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 510 10.000 M3

TANK PAD/ ROAD/SOLIN Supplying & laying (Cubic meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSSupplying & laying Soling incl. compact with 8/ 10 tonrollerSupply & laying of soling of all thicknesses, as directed,using black trap stones in paving, below foundations, inroad works etc. including supply & filling intersticesusing stone chips / stone dust, watering, ramming,compacting with 8/ 10 ton roller, dressing to required



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________slope & camber, etc. all complete _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 520 100.000 M3

TANK PAD/ ROAD/SOLIN laying Soling incl. (Cubic meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSlaying Soling incl. compact with hand roller /manuallyLaying of soling of all thickness ( as directed ) usingavailable rubble within Refinery in paving, belowfoundations, in road works, etc. including transportingrubble from shown locations to work site, supply & fillingof interstices using stone chips/ stone dust, watering,ramming, compacting with hand roller/manual methods,dressing to required slope & camber, etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 530 1.000 M3

TANK PAD/ ROAD/SOLIN laying Soling incl. (Cubic meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSlaying Soling incl. compact with 8/10 T rollerLaying of 150 mm thickness of soling using available rubblewithin Refinery in paving, below foundations, in roadworks, etc. including transporting rubble from shownlocations to work site, supply & filling of intersticesusing stone chips/ stone dust, watering, ramming,compacting with 8/10 T roller , dressing to required slope& camber, etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 540 100 M2

TANK PAD/ ROAD/SOLIN Providing & laying (Square meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSProviding & laying average 50 mm thick premixProviding & laying average 50 mm thick premix macadamfollowed by 25 mm thick seal coat as per following



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________specifications: 1) Hack and Clean the surface of the road &apply a thick coat of hot 80/100 bitumen at the rate of 70lbs per 100 sq.ft. on the existing road filling the cracksetc. 2) Provide premix carpet (metal no. 1 & hot 80/100bitumen) with 80/100 grade bitumen at the rate of 3-1/2 lbsof bitumen per cft of dry aggregate, spread evenly to anaverage thickness of 50 mm (compacted) & roll with 8/10 tonroller to form a smooth even wearing surface with 1 in 50camber. Spread evenly & roll to compaction & to form asmooth even wearing surface. 3) Supplying & laying premixseal coat of 25mm thickness (compacted) of 6mm anddowngraded size stone chips & 80/100 bitumen (128 kg ofbitumen per cum of stone chips). The premix seal coatshould be spread uniformly to the desired camber with 1:60& shall be rolled with 8 to 10 ton roller. 4) Spread stonedust over the road surface. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 550 10 M2

TANK PAD/ ROAD/SOLIN New road with hot 8 (Square meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSNew road with hot 80/100 bitumen mix:Construction of new road with hot 80/100 bitumen mix: 1)Lay new black trap stone rubble soling to an average depthof 230 mm thk, after rolling and watering by 8/10 tonroller the sub-grade & hand pack the interstices with handbroken metal. Blend the above with stone dust just enoughto fill the smaller crevices, leaving only a thin layer ofthe stone dust to blind the sharp edges. 2) Water & rollthe above item 1 by 8/10 ton of roller. 3) Spread blacktrap hand broken metal to an average depth of 4 inch(compacted) 40 mm and down size graded, blended with stonedust over the stone dust to the necessary slope & 1:50camber. Roll the surface to thorough compaction with 8/10ton roller. 4) Grout the metal surface with hot bitumen80/100 at the rate of 70 lbs/100 sq.ft. & blend the samewith 19 mm and down size graded stone metal. Roll thesurface to thorough compaction with 8/10 ton roller. 5) Laya carpet of premix (hot 80/100 bitumen & no. 1 metal) with80/100 grade bitumen at the rate of 3-1/2lbs. of bitumen percft. of dry aggregate. Spread the premix to an averagethickness of 50 mm (compacted) with 1:50 camber & roll thesurface to form a smooth even wearing surface with 8/10 ton



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________roller. 6) Supplying & laying premix seal coat of 25 mmthickness of 6mm and downgraded size stone chips & 80/100bitumen (128 kg of bitumen per cum of stone chips). Thepremix seal coat should be spread uniformly to 1:50camber. Roll the surface with 8 to 10 tonnes roller.7) Spread the stone dust over the road surface. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 560 300 M2

P/L WBM 100 MM THK (Square meter) _________________________________________________________________

Supplying and laying of stone aggregate of 63mm down to 40mm size for WBMlayer base Course, tough, sound, clean and durable including cost of stoneaggregate, all royalties, taxes, handling, transportation to site, unloadingthe same with all leads and lifts, spreading and laying to form water boundmacadam in one layer of 100mm compacted thickness to proper grade, camber andlevel, binding the surface with stone dust and bitumen grouting including costof supply of bitumen, stone dust, consolidating with vibratory road roller,with all leads and lifts etc. complete as per drawings, specifications anddirections of Engineer in charge. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 570 100 M2

TANK PAD/ ROAD/SOLIN P/L seal coat 25 . (Square meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSP/L seal coat 25 mm thick over existing roadProviding and laying 25 mm thick seal coat over existingroad as per following specifications: 1) Hack & Clean theroad surface & apply a thick coat of 80/100 hot bitumen atthe rate of 70 lbs per 100 sq. ft.. 2) Supplying & layingpremix seal coat of 25 mm thickness (compacted) of 6mm anddowngraded size stone chips & 80/100 bitumen (128 kgs ofbitumen per cum of stone chips). The premix seal coatshould be spread uniformly & with 1:50 camber & shall berolled with 8 to 10 tonne roller to get a smooth finish. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________




580 100 M2 TANK PAD/ ROAD/SOLIN P/L anti-corrosive (Square meter)

_________________________________________________________________TANK PAD/ ROAD/SOLING WORKSP/L anti-corrosive layer 50mm thick compact. hand rollerProviding & laying 50mm thick (compacted) anti-corrosivelayer inside storage tank and outside storage tank in tankbiscuit etc of bituminous premix seal coat of 6 mm anddowngraded size stone chips mixed with 80/100 grade bitumen8 to 10 percent by volume including cost of material,surface preparation and compaction by hand roller,transporting, mixing, tamping, finishing including alllabour etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 590 100 M2

TANK PAD/ ROAD/SOLIN P/L anti-corrosive (Square meter) _________________________________________________________________

TANK PAD/ ROAD/SOLING WORKSP/L anti-corrosive layer 50mm thick compact. 8/10 T rollerProviding & laying 50mm thick (compacted) anti-corrosivelayer inside storage tank and outside storage tank in tankbiscuit of bituminous premix seal coat of 6 mm anddowngraded size stone chips mixed with 80/100 grade bitumen8 to 10 percent by volume including cost of material,surface preparation and compaction by 8/10 ton roller,transporting, mixing, tamping, finishing including alllabour etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 600 50.000 M3

DISMANTLING WORKS Demolish RCC work ma . (Cubic meter) _________________________________________________________________

DISMANTLING WORKSDemolish RCC work manually at all heights & depths.Demolishing of RCC work manually including taking allnecessary safety precautions like steel scaffolding,propping etc. including cutting of reinforcement bars,stacking demolished serviceable / unserviceable materialwithin a lead of 100 M, transporting serviceable scrapgenerated (like reinforcement bar etc) to BPCL scrap yard &



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________unserviceable material outside the refinery keeping BPCLindemnified of any liability from local authorities etc allcomplete at all heights & depths. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 610 10.000 M3

DISMANTLING WORKS Demolish RCC using p . (Cubic meter) _________________________________________________________________

DISMANTLING WORKSDemolish RCC using pneumatically at all heights & depthsDemolishing of RCC work using pneumatic jack hammer andcompressor including taking all necessary safetyprecautions like steel scaffolding, propping etc. includingcutting of reinforcement bars, stacking demolishedserviceable / unserviceable material within a lead of 100M, transporting serviceable scrap generated (likereinforcement bar etc) to BPCL scrap yard & unserviceablematerial outside the refinery keeping BPCL indemnified ofany liability from local authorities etc all complete atall heights & depths _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 620 10.000 M3

DISMANTLING WORKS Demolish PCC manuall . (Cubic meter) _________________________________________________________________

DISMANTLING WORKSDemolish PCC manually at all heights & depthsDemolishing of PCC work manually including taking allnecessary safety precautions like steel scaffolding etc.including removing of inserts, stacking demolishedserviceable / unserviceable material within a lead of 100M, transporting serviceable scrap generated (like steeletc) to BPCL scrap yard & unserviceable material outsidethe refinery keeping BPCL indemnified of any liability fromlocal authorities etc all complete at all heights & depths . _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 630 10.000 M3



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________DISMANTLING WORKS Demolish PCC pneumat . (Cubic meter)

_________________________________________________________________DISMANTLING WORKSDemolish PCC pneumatically at all heights & depthsDemolishing of PCC work using pneumatic jack hammer andcompressor including taking all necessary safetyprecautions like steel scaffolding etc. including removingof inserts, stacking demolished serviceable / unserviceablematerial within a lead of 100 M, transporting serviceablescrap generated (like steel etc) to BPCL scrap yard &unserviceable material outside the refinery keeping BPCLindemnified of any liability from local authorities etc allcomplete at all heights & depths . _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 640 10.000 M3

DISMANTLING WORKS Demolish Brk/RR maso . (Cubic meter) _________________________________________________________________

DISMANTLING WORKSDemolish Brk/RR masonry manually at all heights & depthsDemolishing of Brick/Random Rubble masonry work withplaster/pointing manually including taking all necessarysafety precautions like steel scaffolding etc. includingremoving of inserts, stacking demolished serviceable /unserviceable material within a lead of 100 M, transportingserviceable scrap generated (like steel etc) to BPCL scrapyard & unserviceable material outside the refinery keepingBPCL indemnified of any liability from local authoritiesetc all complete at all heights & depths . _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 650 5.000 MT

DISMANTLING WORKS Dismantle str ste . (Tonnes) _________________________________________________________________

DISMANTLING WORKSDismantle str steel by cold / gas cut manually at allheightsDismantling bolted/ riveted/ welded structural steel workin beams, columns, bracing's, gratings, fencing etc by coldcutting and/ or gas cutting manually using derrick, chainpulley block, sling, shackle etc including taking all



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________necessary safety precautions like steel scaffolding etc,stacking dismantled structural steel material within a leadof 100 M, cold cutting and / or gas cutting all pieces tomaximum size of 2M length & transporting the same to BPCLscrap yard etc all complete at all heights . Measurement ofweight for payment of dismantled steel shall be based onthe weighment slip from scrap yard if the dismantledstructural steel is deposited in scrap yard otherwise onweight arrived from unit weights if the dismantledstructural steel is reused for fabrication. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 660 100 M2

DISMANTLING WORKS Dismantl precoated/GI (Square meter) _________________________________________________________________

DISMANTLING WORKSDismantle GI/precoated sheets manually Dismantling GI/precoated sheetsincluding specials, fittings etc., manually including taking all necessarysafety precautions like using safety belt/ crawling board/cat ladder, stackingdemolished serviceable (like steel/aluminium bolts, nuts, washersetc)/unserviceable material within a lead of 100 M, transporting serviceablescrap generated (like steel/aluminium bolts, nuts, washers etc) to BPCL scrapyard & unserviceable material outside the refinery keeping BPCL indemnified ofany liability from local authorities etc all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 670 50 RM

MISCELLANEOUS WORKS PVC pipe sleeves o . (RUNNING METER) _________________________________________________________________

MISCELLANEOUS WORKS PVC pipe sleeves of 50 mm NBSupplying & fixing in position PVC pipe ( confirming toIS:4985 ) sleeves of 50 mm NB in length between 100 mm to500mm including cutting, straightening if required,embedding in position on both plain/reinforced cementconcrete, brickwork etc, adjusting shuttering, tying &holding to correct level, line & position etc. all complete. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 680 50 RM

MISCELLANEOUS WORKS PVC pipe sleeves o . (RUNNING METER) _________________________________________________________________

MISCELLANEOUS WORKS PVC pipe sleeves of 100 mm NBSupplying & fixing in position PVC pipe ( confirming toIS:4985 ) sleeves of 100 mm NB in length between 100 mm to500mm including cutting, straightening if required,embedding in position on both plain/reinforced cementconcrete, brickwork etc, adjusting shuttering, tying &holding to correct level, line & position etc. all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 690 1 M2

MISCELLANEOUS WORKS Sign boards/notice . (Square meter) _________________________________________________________________

MISCELLANEOUS WORKS Sign boards/notice boards 16 gauge GI sheetsSupplying & providing sign boards/notice boards using 16gauge GI sheets with necessary framework includingfabrication,painting with two coats of enamel paint overtwo coats of Zinc phosphate primer etc all complete. NOTE :1) Sign writing on the board shall be paid under respectiveitem. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 700 25 S08

MISCELLANEOUS WORKS HP diesel driven dew (Shift of 8 Hours) _________________________________________________________________

MISCELLANEOUS WORKSHP diesel driven dewatering pump Hiring 8 hrs shiftHiring charges per eight hours shift for providing &running 5 HP diesel driven dewatering pump along withinlet, outlet pipes, foot valve, flame arrestor etcinclusive of manpower, equipment, transport, tools &tackles etc all complete. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 710 25 S08

Hiring of diesel driven dewatering pump (Shift of 8 Hours) _________________________________________________________________

HP diesel driven dewatering pump Hiring 8 hrs shiftHiring charges per eight hours shift for providing &running 3 HP diesel driven dewatering pump along withinlet, outlet pipes, foot valve, flame arrestor etcinclusive of manpower, equipment, transport, tools &tackles etc all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 720 20 S08

MISCELLANEOUS WORKS Pneumatic pump with (Shift of 8 Hours) _________________________________________________________________

MISCELLANEOUS WORKSPneumatic pump with compresor, air hoses Hiring 8 hrsshift ,Hiring charges per eight hours shift for providing &running Pneumatic pump with compresor, air hoses, outletpipes, flame arrestor etc inclusive of manpower, equipment,transport, tools & tackles etc all complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 730 1 M2

MISCELLANEOUS WORKS Hacking of conc./ bk (Square meter) _________________________________________________________________

MISCELLANEOUS WORKSHacking of conc./ bk surface etc. for receivingadditional coatingHacking of concrete / brick / plastered surface thoroughlya preparing the surface for receiving additionalcem concrete/brick work/mortar as directed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 740 500 EA

Supply of Manpower (all categories) (each) _________________________________________________________________



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________MISCELLANEOUS WORKSCarrying out misc. civil works like foundation chipping,deplugging,Carrying out misc. civil works like foundation chipping,deplugging, (Payment will be made on the basis of no. ofmanpower employed per shift of 8 hours basis ) _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 750 1 EA

MISCELLANEOUS WORKS . . (each) _________________________________________________________________

MISCELLANEOUS WORKSP/F CP Shower rose with shower arm, as per IS 4827.P/F CP Shower rose with shower arm, as per IS 4827. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 760 1 EA

MISCELLANEOUS WORKS P/F CP angle cock fo (each) _________________________________________________________________

MISCELLANEOUS WORKSP/F CP angle cock for W/B, flush tank etc. as directed, asper IS 4827.P/F CP angle cock for W/B, flush tank etc. as directed, asper IS 4827. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 770 1 M2

MISCELLANEOUS WORKS Dismantling of erect (Square meter) _________________________________________________________________

MISCELLANEOUS WORKSDismantling of erected temporary baricading Dismantling of erected temporarybaricading (for all heights ) made up of GI sheets,scaffolding pipe etc etc. &transporting the same after dismantling to the scrap yard/as directed byEngg-in-Charge. (barricading supporting structure made up of structuralsteel; dismantling of strl. steel shall be paid by separate item:) _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 780 500 M2

MISCELLANEOUS WORKS Providing/ Laying Wa (Square meter) _________________________________________________________________

MISCELLANEOUS WORKSProviding/ Laying Water Bound Macadam (WBM) 100 mm ThickProviding/ Laying Water Bound Macadam (WBM) 100 mm thick :-1) Spread black trap hand broken metal to an average depthof 4 inch (compacted) 40 mm and down size graded, blendedwith stone dust over the black trap stone to the necessaryslope & 1:50 camber. Roll the surface to thoroughcompaction with 8/10 ton roller. 2) Grout the metal surfacewith hot bitumen 80/100 at the rate of 70 lbs/100 sq.ft. &blend the same with 19 mm and down size graded stone metal.Roll the surface to thorough compaction with 8/10 tonroller. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 790 1 M2

MISCELLANEOUS WORKS Providing/ Laying Wa (Square meter) _________________________________________________________________

MISCELLANEOUS WORKSProviding/ Laying Water Bound Macadam (WBM) 100 mm ThickProviding/ Laying Water Bound Macadam (WBM) 100 mm thick :-1) Spread black trap hand broken metal to an average depthof 4 inch (compacted) 40 mm and down size graded, blendedwith stone dust over the black trap stone to the necessaryslope & 1:50 camber. Compacting with hand roller/ manualmethods. 2) Grout the metal surface with hot bitumen 80/100at the rate of 70 lbs/100 sq.ft. & blend the same with 19mm and down size graded stone metal. Compacting with handroller/ manual method. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 800 1 RM

MISCELLANEOUS WORKS Prov /fixing PVC rai (RUNNING METER) _________________________________________________________________



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________MISCELLANEOUS WORKSProv /fixing PVC rainwater pipes of approved make100 mm dia.Providing & fixing PVC rainwater pipes (conforming to IS:4985) of approved make on MS clamps on the outside of wallsat all heights with GI pipe spacer, complete, with properjointing perfectly air and water tight including necessaryscaffolding as directed, SIZE 100 mm dia. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 810 1 EA

MISCELLANEOUS WORKS Providing / fixing P (each) _________________________________________________________________

MISCELLANEOUS WORKSProviding / fixing PVC rainwater specials of approved make, 100 mm dia.Providing & fixing PVC rainwater specials of approved makelike necessary bends, offsets, junctions, vents, bellmouths and dome all (conforming to IS: 4985) with properjointing perfectly air and water tight including necessaryscaffolding as directed. SIZE 100 mm dia. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 820 1.000 KG

MISCELLANEOUS WORKS Providing/ Fixing Ex (Kilogram) _________________________________________________________________

MISCELLANEOUS WORKSProviding/ Fixing Extra Heavy Duty C.I. Frames and Coversof all dia & sizes, as directed.Providing/ Fixing Extra Heavy Duty C.I. Frames and Coversof all dia & sizes, as directed conforming to IS: 1726fixed in RCC slab of M20, painting the CI frame and coveretc. complete. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 830 1 RM

MISCELLANEOUS WORKS P/L expansion joint (RUNNING METER) _________________________________________________________________

MISCELLANEOUS WORKS



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________P/L expansion joint in RR Dyke wall:Providing and forming expansion joint of 25mm thickness indyke wall:a) Supplying and fixing asbestos rope of 25mmdiameter in expansion joint of RRM dyke wall as perinstruction of engineer in charge.b) Supplying and fillingbitumen ( i.e. tikki bond in cold stage or equivalent )inexpansion joint of RRM dyka wall as instructed. Sealing ofthe joints for RRm wall from outside face with bitumenmastic plaster in solid form and filling the tikki bond (in semi liquid form ) in joints as per the instruction ofenginner in charge. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 840 1 M2

MISCELLANEOUS WORKS Fixing GI sheets (Square meter) _________________________________________________________________

MISCELLANEOUS WORKSFixing GI sheetsFixing GI sheets supplied by BPCL at all heights and depthsTransporting from issue point, cutting & fixing GI sheets supplied by BPCL fortemporary barricading of specified height including providing necessarysupporting structure, supply & installation of necessary clamps & hardware,steel scaffolding etc. for all heights & depths, as directed . NOTE:Structural fabrication shall be paid separately under respective item. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 850 10 M2

CARP COM PLY P/F 12MM (Square meter) _________________________________________________________________

CARPENTRYCOMMERCIAL PLYBOARDProviding and fixing commercial ply board of following thickness12 mm thick _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 860 10 M2

CARP COM PLY P/F 19MM (Square meter) _________________________________________________________________



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________CARPENTRYCOMMERCIAL PLYBOARDProviding and fixing commercial ply board of following thickness19 mm thick _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 870 100.0 HR

HIRING OF CRANE HYDRA/CRANE (Hours) _________________________________________________________________

HIRING OFCRANEHiring of hydra/Crane at locations as per the scope of work attached.Thecontractor shall quote on hourly basis.The charges shall include the cost ofdiesel,operator and any tools tackles etc complete including themobilization/demobilization.

_________________________________________________________________Note : Hydra/Crane upto 14 T lifting capacity _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 880 100.0 HR

HIRING OF JCB PER HOUR (Hours) _________________________________________________________________

HIRING OFJCBHIRING OF JCB WITH OPERATOR- RATE PER HOUR FOR SHIFTING OFEQUIPMENTS//MATERIALS, ETC WITH JCB. (FUEL and OTHER CONSUMABLES/RESOURCES INCONTRACTOR'S SCOPE)

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 890 25 S08

HIRNG OF TRAILER FOR 8 HRS (Shift of 8 Hours) _________________________________________________________________

HIRINGOF TRAILERHIRING OF TRAILER WITH DRIVER FOR 8 HOURS FOR SHIFTING OFEQUIPMENTS//MATERIALS, ETC.(FUEL and OTHER CONSUMABLES/RESOURCES INCONTRACTOR'S SCOPE)




_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 900 25 S08

HIRNG OF TRUCK FOR 8 HRS (Shift of 8 Hours) _________________________________________________________________

HIRINGOF TRUCKHIRING OF TRUCK WITH DRIVER FOR 8 HOURS FOR SHIFTING OF EQUIPMENTS. (FUEL andOTHER CONSUMABLES/RESOURCES IN CONTRACTOR'S SCOPE)

_________________________________________________________________Approx size 5m3 gross _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 910 20.000 MT

REMOVAL & TRANSPORT OF MS SCRAP-INSIDE (Tonnes) _________________________________________________________________

Rate per metric ton of metal scrap, electrical scrap like cables, woodenscrap, aluminium scrap of all types for collecting, segregating, removal andtransportation from various areas to scrap yard including use of suitablelifting & transporting machines like hydra, crane, trailer etc.Any scrap for which gas cutting or dismantling is required before submissionto scrap yard payment shall be made under the item of dismantling ofstructure. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 920 150 EA

REMOVAL & DISPOSAL OF SCRAP O/S REFINER (each) _________________________________________________________________

Rate per trip of truck/dumper of scrap for collecting, removal,transportationand disposing off outside refinery collected from various areas in refinery.scrap shall be of non-metallic like plastic, sponge, wooden scrap etc.Required lifting tools & machines such as hydra & workmen are in contractorsscope.Truck trolley shall be Minimum 5 M3 in volume. _________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 930 5 NO

Core cutter drilling 75mm (Number) _________________________________________________________________

Core cutter drilling 75mm through concrete Slabs / Beams / Columns with HiltiDiamond bit cutter up to 200 mm thickness of section at all levels.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 940 5 NO


Core cutter drilling 150mm through concrete Slabs / Beams / Columns with HiltiDiamond bit cutter up to 200 mm thickness of section at all levels.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 950 5 NO


Core cutter drilling 200mm through concrete Slabs / Beams / Columns with HiltiDiamond bit cutter up to 200 mm thickness of section at all levels. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 960 10 NO

Supply and installation of Hilti 12mm (Number) _________________________________________________________________

Supply and installation of Hilti make chemical resin anchors 12mm of typeHAS-E 148/70 or HAS-R 148/70 with drilling of holes, removal of looseparticles, chemical capsules as per manufacturer specifications and tighteninglevelling all as directed by Engineer or as per drg. Etc all complete.

_________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 970 10 NO


Supply and installation of Hilti make chemical resin anchors of 16mm typeHAS-E 148/70 or HAS-R 148/70 with drilling of holes, removal of looseparticles, chemical capsules as per manufacturer specifications and tighteninglevelling all as directed by Engineer or as per drg. Etc all complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 980 10 NO


Supply and installation of Hilti make chemical resin anchors of 20mm typeHAS-E 148/70 or HAS-R 148/70 with drilling of holes, removal of looseparticles, chemical capsules as per manufacturer specifications and tighteninglevelling all as directed by Engineer or as per drg. Etc all complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 990 10 M2

P/A 5 mm thick Araldite Epoxy Coating (Square meter) _________________________________________________________________

Providing and applying 5 mm thick Araldite Epoxy Mortar lining Screed based onHuntsman's System Araldite GY 250/ Aradur 2973/Quaertz sand mix no 10 orequivalent followed by two seal based on Araldite GY 250/ Aradur 2973 over atach free primer of Araldite GY 250/ Aradur 450 or equivalent on a dry /cleanand prepared substrate as per manufacturers specifications.

Materials to be used are as mentioned in the spec. or equivalent1. Surface PreparationConcrete substrate to be thoroughly Acid etch/Wire brush the Concrete Flooringor Alternatively to Mechanically Scarify/grind/blast.clean the Concrete Flooring to obtain a surface free from Dust Particles,Cement and to achieve a rough clean surface profile.To thoroughly clean and dry the surface using vacuuming equipment and



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________compressed air respectively.Ensure that substrate has a rough and anchor profile, with average differencebetween hills and valleys of the profile to be 60 - 80 micronsThe pre-requisite for good adhesion of the coating are cleanliness, roughnessand dryness of the surface. Unless these are ensured by proper surfacepreparation, a successful performance is not possible.

2. Primer CoatOne brush coat of the following system is recommended as a primer, on thepretreated surface :Araldite® GY 250 / or eq. 100 pbwAradur 450 / or eq. 60 pbwAradur 450 is a modified polyamide type hardener and facilitated thoroughsurface contact and tie up with the subsequent coats. It is the ideal primerfor under prepared and moist substrates. The primer should be allowed to bejust tack-free prior to the application of top coats. The primer must not befully cured, since adhesion with a cured epoxy system is very difficult. Incase the substrate is very porous two coats of primer is recommended.

3. Araldite epoxy screed 5 mm thick: Give an intermediate screed based on following formulation.Araldite® GY 257 / or eq. 100 pbwAradur 2973 / or eq. 45 pbwQuartz Sand Mix 10 700-800 pbw4. Application of Seal Coats 2 nos. Two top coats of the following system arenormally adequate for a protective treatment:Araldite® GY 257 100 pbwAradur 2973 45 pbwThiotropic Agent 5 pbwSuitable Araldite epoxy compatible pigment can be added to get the desiredcolor.The first top coat is applied over the screed and is left to reach to a tackfree state. At this stage, the final top coat is applied. Intercoast timeinterval should be about 3 - 8 hrs based on temperature and relative humidity.The use of silica flour increases the abrasion resistance of the coating. FlowControl Agent ensures proper spreading of the system without any surfacedefects like cratering or fish-eyes.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1000 1 NO

50 USER SEPTIC TANK WITH SOAK PIT (Number) _________________________________________________________________



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Providing and fixing hume pipe septic tank of 50 users capacity With vent pipeand cowl including necessary excavation and laying in position includingproviding soak pit of required size with brick bats etc. complete.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1010 6 MON

HIRING OF PORTA CABIN WITH AC (Months) _________________________________________________________________

"HIRING OF PORTA CABIN WITH AC"-

HIRING OF PORTA CABINS OF SIZE 20'X10'X8'6" WITH ONE NO. 1.5 T CAPACITY AC/ELECTRICAL FITTINGS LIKE TUBE LIGHTS & FANS & SWITCHES WITH INTERNALCONCEALED WIRING (POWER/LAN/TELEPHONE) /WORK STATION /CHAIRS INCLUDINGMANUFACTURING / SUPPLYING / ERECTION / TRANPORTAION / LOADING / UNLOADING TOBPCL REFINERY SITE AS PER SCOPE OF WORK & DRAWING.& .THE VENDOR SHALL MAKE HIS OWN ARRANGEMENT FOR DE COMMISSIONING AND TAKING BACKINCLUDING LOADING, UNLOADING AND TRANSPORTATION THE PORTA CABINS AT THE END OFTHE CONTRACT PERIOD.NOTE : PAYMENT FOR THE SAME SHALL BE MADE ON MONTHLY BASIS FOR HIRING OF PORTACABIN.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1020 6 MON

HIRING OF PORTABLE TOILETS (Months) _________________________________________________________________

HIRING OF PORTABLE TOILETS FOR CDU-4 AT BPCL REFINERY, MUMBAI-400074

TECHINICAL SPECIFICATION:

1. SIZE OF PORTABLE TOILET10' X 8' X 8'6" (ALL DIMENSION IN FEET) WITH SUITABLE LIFTING ARRANGEMENTS.

2. EXTERIORCOLOURED CORRUGATED MILD STEEL PANELS

3. INTERIORINSULATION, MDF LAMINATED SHEETS




4. VENTILATION2 NOS. ALUMINUM SLIDING GLASS VENTILATION

5. LOCKING FACILITIESSUITABLE LOCKING FACILITY BOTH INSIDE AND OUTSIDE

6. ELECTRICAL FACILITIES1 NO. MAIN SUPPLY BOARD FOR LIGHTING WITH ELCB SHALL BE MOUNTED OUT SIDE IN AM.S. BOARD. THE BOARD SHALL HAVE AN ISOLATOR 63 AMP AND CONNECTOR SUITABLE FORTERMINATING 4 CORE 16 SQ.MM COPPER CABLES FOR INCOMING SUPPLY.

THE CONTAINER SHALL BE SUPPLIED WITH COMPLETE INTERNAL WIRING FACILITIES. THECONTAINER SHALL BE IN READY TO USE CONDITION WITH ALL ELECTRICAL ACCESSORIESAS LISTED BELOW ONCE THE INCOMING SUPPLY IS PROVIDED BY BPCL.

4 NOS. 5X15 AMPS. PLUG POINT AND 4 NOS. SPIKE GUARD WITH ALL WIRING FROM THEMAIN INCOMING BOARD.

STANDARD TUBE LIGHTS WITH COMPLETE WIRING.

EXHAUST FANS WITH COMPLETE WIRING.

2 NOS EARTHING POINT AT DIFF LOCATIONS ON THE CONTAINER BODY.

7. PLUMBING FITTINGFITTINGS FOR TOILET BLOCK

DESCRIPTION IN EACH TOILET2 NO. WESTERN TOILET2 NO. FLUSH TANK2 NO. EXAUST FAN1 NO. TUBELIGHT2 NO. JET WASH2 NO WASH BASIN2 NO MIRROR OR COMBINED MIRROR FOR BOTH WASH BASIN2 NO URINAL WITH FLUSH2 NO EXAUST FAN2 NO TUBE LIGHTPLUMBIING PIPE IN OUT REQUAIRED TAPS OF STANDARD MAKE AS APPROVED.

GRANITE FLOORING ON MARINE PLYPANELINGS OF PVC EXTRUDED SHEET ACID RESISTANT1 NO WINDOW

1.04 MAINTENANCE OF PORTABLE TOILETS:



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________VENDOR SHALL ENSURE MINIMUM MAINTENANCE REQUIREMENT DURING THIS PERIOD. HOWEVER IN CASE OF ANY BREAK DOWN REPLACEMENT VIZ. , TUBELIGHTS, FANS ANDLOCKS, LEAKAGE ETC (INSIDE & OUTSIDE) SHALL BE PROVIDED WITHIN 48 HOURS OFFAILURE.

_________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1030 500 M2

S / L OF PRECOATED SHEET (Square meter) _________________________________________________________________

S / L OF PRECOATED SHEET

Providing and laying in position approved quality profiled, precoated, steelsheets (for roofing, cladding etc.) made from cold rolled high tensileZincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513,IS:14246 sq. mtr. total on both sides, coating class AZ150); the bottomunexposed surface shall be provided with alkyd backer of minimum 7 microns;top exposed surface shall have SMP (Silicon Modified Polyester) paint systemminimum 20 microns in approved shade applied over 5 microns primer; overallcoated thickness of sheets not less than 0.50mm, profile depth not less than28mm and pitch not more than 190mm; including cutting, mitering, laps,providing cutouts for fixing accessories, necessary fastners (approved qualityanti corrosive polyester polymer coated, rivets, nuts, bolts, self drillingscrews/ fasteners with integral washers and EPDM seals, and nylon colour capsand natural cure type joint sealants etc.) All complete as per approvedmanufacturer's specifications._(Non FIM Items ) _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1040 50 EA

Pressure Grouting (each) _________________________________________________________________

Providing cement slurry injection by drilling 12mm dia holes in flooring/walletc, grouting 10 mm dia. PVC nozzles using quick setting compound rendroc plugof M/s Fosroc or equivalent and injecting neat cement slurry mixed with aplasticising cum expasnding additive Cebex 100 of M/s Fosroc or equivalentthrough nozzles under a pressure of approx. 3 m waterhead until refusal;removing PVC spouts & sealing the same with quick setting compound.

_________________________________________________________________





_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1050 300 M2

P/F corrugated GI sheet (Square meter) _________________________________________________________________

Supply and fixing of corrugated galvanised GI sheets at site coveringspecified area. Supplied sheets must be of minimum 0.8 mm thick. Fixing ofsheets to be done with min. sheet overlapping of 50 mm using min. 6 mm dia. SSJ bolts. Measurement will be done on the plain area covered by sheets in theplane of sheets fixed. _________________________________________________________________


_____________________________________________________________________________________________________________________________________________________________________________________________________________________ 1060 1,000.000 M3

Erection of Steel Scaffolding (Cubic meter) _________________________________________________________________

STRUCTURAL STEEL WORKSSteel scaffolding for all heights & depths Providing on hiring basis, erectingand dismantling of steel scaffolding as per enclosed BPCL standards for alldepths below plinth level & all heights inclusive of manpower, material,transport etc all complete, as directed. _________________________________________________________________


_______________________________________________________________________Service Tax%____________ VAT%________________ CST%________________

_____________________________________________________________________________________________________________________________________________________________________________________________________________________* 10 Scope of work

CIVIL & STRUCTURAL WORKS FOR DHT PROJECT:

1) INTRODUCTION:

We are required to facilitate DHT project activities by carrying outmiscellaneous civil works at various locations inside the refinery time totime.

Contractor should apprise himself of all the conditions prevailing in suchlocation and the restrictions placed on movement of personnel and equipment.Types of equipment and tools permitted, working method allowed etc in thelight of security and safety regulations operative in the area.




2) SCOPE OF WORK:

The scope of work covers under this contract is to carry out various kinds ofcivil & structural related works like Misc. civil works, area grading,pavement, drainage works, foundations, roofing work, structural works,grating, hand rails, making approach roads, modification of drains,construction / modification of room /sheds for storage/office, disposal ofdebris/ unserviceable material, shifting of material from existing buildings/ workshop/ open space to designated places as directed by engineer incharge,, etc. in the plant areas, off-sites area, work shop area, Flare area, OilCatchers, LPG, Product & Dispatches area, Tank farms areas, any other areaslocated inside the refinery premises. The contractor shall carry out all typesof works listed in 'Schedule of rates' As and when required throughout theperiod of contract as per the direction of Engineer-in-charge.

Scope of work includes all the civil/structural works as mentioned below butare not restricted to the following:-

1. Barricading work in following project areas:-

a. ATU & SWS in FCCU unitb. LPG fabrication yardC. DHT Sub Station

2. Dismantling of GI sheets & reuse for barricading.

3. Provide assistance for restoring road cutting jobs done by project.

4. Providing temporary approaches & drain modification work.

5. Shifting of available earth with in the refinery for backfilling work inproject areas.

6. Sun control film in project material shed.

7. laying of GI line & plumbing work for water connection in project areas.

8. Supplying & maintaining of potra cabins & toilets on hiring basis.

The above jobs will be executed as per the following details & direction ofEngineer-in-charge:

1. Excavation & disposal including transportation of soil outside refinery (asrequired) , surface dressing, and backfilling as directed by Engineer-incharge.



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________2. PCC, RCC, shuttering, back filling, reinforcement laying, cutting, binding,construction of RR masonry, anti-corrosive bituminous seal coat, cementpunning on plastered surface.

3. Dismantling RCC/PCC/brick work/RRM. Dismantling of structural steel.

4. Providing & laying PCC/RCC design mix as directed.

5. Supply, fabrication, erection of structural steel, hand railing, grating,MS inserts.

6. Supply, laying of hume pipe, HSD bars

7. Providing and laying of rubble soling, stone metalling,12 mm thick seal coat and 50mm premix carpet.

8. Supply and lying of good quality murrum/stone dust.

9. Supply of pneumatic dewatering pump with compressor for dewatering of pits,hydra/ trailor etc.

11. above details & drawing details are subject to change as per directiongiven by Engineer-in-Charge.

3) SPECIAL CONDITIONS OF CONTRACT:

Please note that "Scope of Work" will be read along with the 'SpecialConditions' of this contract. Contractor shall be required to abide by theconditions stated in General terms & conditions attached.

3.1. Prior to quote for the job, the bidder will be required to visit the site& clarify all the doubts (if any) from Engineer- in-charge. Otherwise it willbe presumed that the party has understood the work in all respect.

3.2 FIRES & SAFETY REGULATIONS

3.2.1 The work shall be carried out in a safe manner as per Refinery Fire &Safety Rules & Regulations. Work permit condition shall be scrupulouslyfollowed.

3.2.2 BPCL conducts an intensive training programme on various aspects of Fire& Safety, on regular basis, at Refinery-Fire Station. It is the responsibilityof the Contractor to nominate all the supervisors/labours (likely to beemployed for this job) for training through BPCL site engineer. The successfulcompletion of training is mandatory requirement (in addition to otherqualifications/experiences mentioned earlier) for any supervisor/labour to beeligible for working at Refinery work site. Failing which no supervisor/labour



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________will be deputed for working at Refinery work site. Contractor shall also sendall the other workmen deployed at Refinery for this training.

3.2.3 Contractor shall arrange all required safety gadgets like safety helmet,safety Belt, safety shoes, Boiler suit, Gloves, Goggles etc. for theirworkmen.

3.2.4 Contractor shall submit detail safety action plan & quality assuranceplan before start of work within 3 days from the date of PO & get it approvedfrom BPCL.

Scaffolding will be as per BPCL standards. As far as practicable the dangerzone around the work area should be adequately fenced off and sign painted,

3.3 MOBILIZATION & TIME SCHEDULE OF WORK.

3.3.1 Within 3 days of issue of contract letter the contractor shall prepare adetailed schedule of activities for completion of the work & shall get itapproved from BPCL.

3.3.2 Also within 7 days of Issue of Contract Letter the contractor shallmobilize all necessary manpower & equipments & start the job at site asdirected.

3.3 The contractual completion period shall be 06 month from the date of awardof job. The mobilization & detailed schedule of activities for completion ofthe work shall be submitted by contractor within 1 day and shall get itapproved from BPCL. Prices quoted shall be valid considering all above.

3.4 SCOPE OF SUPPLY:

3.4.1 BY BPCL (free issue): NIL

3.4.2 BY BPCL (Chargeable): NIL

3.4.3 BY CONTRACTOR: All the material, Equipments to complete the work as perscope of work & as specified in SOR.

3.4.3a Construction Materials:

3.4.3.2 Water:-

Raw water required for construction, etc shall be provided by contractor only.

3.5 TECHNICAL PERSON AT SITE/DEPLOYMENT OF ENGINEER

The contractor shall depute experienced/qualified (Degree/diploma Holder)



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Civil Engineers with safety trained supervisors for site job.

Contractor shall sufficient manpower during agreed working period to ensureeffective output to meet the agreed schedule/ bar chart.

3.6 WEEKLY PROGRESS REPORT/LABOUR REPORT:

The contractor shall submit daily labour report & progress achieved inpreceding week and plan for next week.

3.7 DRAWING & DOCUMENTS:

Detailed construction drawings & other related documents on the basis of whichactual execution of the work shall be carried out will be made available tothe contractor progressively, in line with progress achieved/timeschedule/programme after the award of the work. After issuance of constructiondrawing, contractor shall take actual site measurements, sort out discrepancyif any between drawing & actual site condition. After sorting out thediscrepancy if any, contractor shall execute the work.

3.8.1 Cement:-

Cement required for all construction shall be provided by contractor only.Cement used for ready mix concrete shall be Portland Slag Cement (PSC)conforming to IS 455 or Portland Pozzolana Cement (PPC) Fly Ash basedconforming to IS 1489 Part-I as indicated in IS 456:2000. This shall be ofapproved make viz ACC, L&T, Gujrat Ambuja or equivalent conforming to IS: 455or IS: 1489 part-I.

Cement used for all other purposes except for Ready Mix Concrete shall bePortland Slag Cement (PSC) conforming to IS 455 or Portland Pozzolana Cement(PPC) Fly Ash based conforming to IS 1489 Part-I as indicated in IS 456:2000or Ordinary Portland Cement grade 53 (conforming to IS:12269). This shall beof approved make viz ACC, L&T, Gujrat Ambuja or equivalent.

3.8.2 Power:

Contractor shall arrange DG set for carrying out any type of works likedrilling, fabrication activities etc. at site for which no extra payment shallbe made to the contractor.

3.8.3 All other construction materials & equipments, oxygen & acetylene gases,consumables, transport, foundation bolts, nuts & Structural steel, etc.labour & supervision all necessary for completion of the job in totality.

he contractor without prejudice to the responsibilities to execute andcomplete the work as per the specifications and time schedule , progressively



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________deploy construction equipment, tools and tackles and further augment the samedepending on the exigencies of work and as directed by the Engineer in chargeso as to suit the construction schedule within scheduled completion datewithout any additional cost to the Owner .

All fabrication works will be carried out at the contractor's workshop insiderefinery. No hot work (welding/gas cutting etc.) will be permitted at thesite. Fabricated members will be erected at site & connected through boltjoints only.

Payment shall be based on actual measurement at site as per member unitweight.

Quality of fabrication work shall be guaranteed by contractor & anyrectification to meet the quality standard set by good engineering practiceshall be done by contractor free of cost as directed by Engineer-in-charge.

3.8.4 WORK TIMINGS:

Contractor may have to work in two shifts per day (per shift of 8 hours) asinstructed by Engineer-in-charge after taking all necessary permissions fromBPCL.

3.9 INSPECTION OF CONSTRUCTION MATERIAL & WORKS:

All civil works i.e. earthwork, concrete works, finishing works, etc. shall beoffered for BPCL inspection. All material procured by the contractor shall beoffered for inspection & supported with the test certificates of the testsconducted as per the relevant IS, BS, ASTM etc codes. All tests shall beconducted through laboratories approved by BPCL.

All structural material shall be supported with the test certificates of thetests conducted as per the relevant IS, BS, ASTM etc codes. All tests shall beconducted throughLaboratories approved by BPCL.

3.9.1. Structural steel works

All structural steel works shall be carried out at contractor workshop insiderefinery. All structural steel used for structural steel works shall beconfirmed to IS226, IS 2062 & relevant IS specification. This shall beapproved make like TISCO, SAIL, IISCO or equivalent.

3.9.2 Civil Construction Materials

All construction works & material brought by the contractor shall be as perthe relevant latest IS specifications. The Engineer-in-charge/Inspection



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________department shall have full authority to inspect the works at any time wheneverin progress either on the site or at contractors workshop wherever situated.All the test for e.g. Cube test, test for silt content of sand (as per IS 383,for Zone II & Zone III, as approved by Engineer- in-charge), etc. necessary inconnection with the execution of the works or material or workmanship suppliedby the contractor shall be carried out promptly by the contractor at his owncost from any other approved testing laboratory or at site as per theinstructions of the Engineer-in-charge/Inspection department.

Burnt clay bricks should follow the specifications as per IS 1077:1992.

Contractor should use the river sand for all the works. However, contractormay use the crushed stone aggregate in place of sand by taking necessaryapproval from Engineer in charge after conducting prerequisite tests, withoutany extra cost.

3.9.3 For execution of this job, contractor shall be required to getclearances from BPCL/Inspection department. Also contractor shall be requiredto submit Quality Assurance Plan for execution of the jobs & same shall beapproved by BPCL.The work shall be carried out in a safe manner as per Refinery norms & workpermit condition shall be scrupulously followed. The work should be plannedand undertaken only under the Supervision of a competent person.

No idle time wages or compensation for temporary stoppages of work orrestrictions would be paid and the rate quoted for various items of workshould cover the cost of all such contingencies and eventualities. Substantialstructures and utilities exist both above ground and underground, adjacent tothe work site, Special care is necessary in transportation, storage, workingon equipments and other construction activities to protect the existingfeatures and prevent damage to any facility.Necesary protective structures ,barricades etc have to be erected at various places as directed by Engineer incharge. No extra payment of such protective work will be made all roads andopen areas adjacent to the work site shall either be closed or suitablyprotected.

3.10 HOUSE KEEPING:

The contractor shall maintain good housekeeping on day to day basis at thesite/fabrication yard. All construction material brought by the contractor(like sand, coarse aggregate, shuttering material, scaffolding pipes etc.),steel scrap (like structural steel, reinforcement steel etc.) & other debris(like earth, shrubs, rubbish etc.) generated at site shall be stacked neatlyin well defined spaces at no extra cost. Additional manpower as & whenrequired for housekeeping shall be arranged by contractor immediately as perdirection of Engineer-in- charge.



Item Material Qty Unit Unit Basic Rate Description Delivery date (in Figures)_______________________________________________________________________Cart away all the debris generated from the work outside the Refinery at hisown cost and dispose it off without giving rise to any complaints from local,municipal and government authorities. Certified copy of gate passes shall beattached with the final bill. Metal scrap or any other scrap including woodenmaterial shall be disposed category wise at his own cost as indicated by theEngineer in Charge. The weghment slip issued by the warehouse will be attachedwith the final bill.

All moveable, salvageable, serviceable material shall be dismantled carefullyand transported/ stored as directed by Engineer in charge.

The financial implication of above, if any should be taken care in the quotedrate and no separate claim shall be entertained on this account.

The final bill of the contractor shall be linked with the area cleaning in allrespects including disposal of debris/scrap etc. to the entire satisfaction ofEngineer in charge.

3.11 MEASUREMENT OF WORKS FOR PAYMENT: -

3.11.1 EARTH WORK:

i) Measurement for earthwork in excavation shall be calculated as volume ofpit/trench of excavation with working space as per IS: 1200.

ii) Measurement for earthwork in backfilling/plinth filling shall becalculated as finished compacted volume of filling.

iii) Measurement for earthwork in transportation shall be calculated asdifference of measurements of the volume of the excavated pits & themeasurement of backfilling. However, if at site, truck/dumper load measurementis required as directed by engineer in charge, 30% voids shall be deducted forvoids from total filled up volume to arrive at net payable volume. Truck loadmeasurement has to be done only as per direction of Engineer-in charge.

3.11.2 Mode of measurement for vermiculite fire proofing:

Payment shall be made on the basis of surface area (m2) of structural steelmembers/sections actually covered by vermiculite fireproofing.

3.11.3 OTHER WORKS:

Measurements of works shall be as per IS: 1200 if nothing is mentioned in theschedule of rates/quantities.

3.12 The quantities indicated in the SOR/SOQ are indicative & payment shall bebased on actual/jointly certified measurements for the work done.




3.13 PAYMENT TERMS:

3.13.1 Contractor shall be paid against R.A. bills for the work done on thebasis of item rates as agreed in the contract after due certification byEngineer-in-charge.

3.13.2 Contractor's bill for executed works shall be accepted only whenjointly certified (contractor & BPCL) & signed measurements for the said worksare enclosed.

3.13.3 Final bill shall be submitted along with jointly certified & signedmeasurements within 2 months from the date of completion of total work.

3.13.4 10% of each R.A. bill will be withheld as retention money. In lieu ofretention money, contractor shall submit bank guarantee of 10% of contractvalue along with acknowledgement of purchase order valid for defects liabilityperiod of six months with claim period of three months extra.

3.14 DEFECT LIABILITY PERIOD:-

Defect liability period shall be 06 months from the date of completion of allthe jobs covered under this contract.

LD Clause - In case of delay, 0.5% / week of delay or part thereof up to amaximum 5% of the total purchase order value shall be recovered.

Note: Contract is not divisible. ________________________________________________________________________________________________________________________________________* 100 Hydra Ban_______________________________________________________________________* 20 GTC- General terms & Conditions_______________________________________________________________________* 30 GCC- General Conditions of Contract_______________________________________________________________________* 40 SSC- Special Safety Conditions._______________________________________________________________________* 50 MOA- Memorandum of Agreement._______________________________________________________________________* 60 Financial Deterrent: HSE Policy_______________________________________________________________________* 70 Integrity Pact_______________________________________________________________________* 80 QEHS Policy_______________________________________________________________________* 90 Energy Policy_______________________________________________________________________ Grand Total (inclusive of all taxes, duties/charges etc) In figure: In Words :

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TERMS & CONDITIONS_______________________________________________________________________ Important Notice_______________________________________________________________________ Sr.No Description_______________________________________________________________________ 001 Quotation received after due date will not be entertained

002 Your quotation must specify exact amount or percentage discount, Excise, S.T., Charges, Transport, Packing & forwarding, Octroi, etc. as applicable.

003 In case you are unable to quote, kindly send the quotation with a regret for our records. Non-receipt of a regret will adversely affect your vendor rating.

004 No quotation will be accepted without your rubber stamp and signature.

005 Your quotation must be strictly in enclosed envelope indicating Collective RFQ No., RFQ No. and due date.

006 For all future correspondences please mention the vendor code Collective RFQ Number & RFQ Number.

007 Retention Money 10 % shall stand deducted from each and every running bill submitted in the event of contract is awarded.

LIST OF ENCLOSURES1. Scope of work2. Hydra Ban3. GTC- General terms & Conditions4. GCC- General Conditions of Contract5. SSC- Special Safety Conditions.6. MOA- Memorandum of Agreement.7. Financial Deterrent: HSE Policy8. Integrity Pact9. QEHS Policy10. Energy Policy



-------Tear off Portion to be pasted on the envelope containing offer------------_______________________________________________________________________

Collective RFQ No. : 1000250071

Our Reference: Due Date : 12.02.2016RFQ No. : 6000908857 Due Time : 12:00:00Subject:

To,

Purchase Group : N46-DHT SER PROC_______________________________________________________________________

