section 7 bill of quantities -...

Bill of Quantities

Page - 49

BILL OF QUANTITIES

Preamble

1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given to provide a common basis for bidding. The basis of payment will be the actual quantities of ordered and carryout out, as measured by the Contractor and verified by the Engineer and valued at the rates and prices tendered in the priced Bill of Quantities, where applicable, and otherwise at such rates and prices as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the Priced Bill of Quantities shall, except in safer as it is otherwise provided under the Contract, include all constructional plant, labour, supervision, materials, erection, maintenance, insurance, profit, taxes and duties, together with all the general risks, liabilities and obligations set out or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or price shall be entered against each item in the Bill of Quantities, whether quantities are stated or not. The cost of Items against which the Contractor has failed to enter a rate or price shall be deemed to be covered by other rates and prices entered in the Bill of Quantities.

6. The whole cost of complying with the provisions of the Contract shall be included in the items provided in the priced Bill of Quantities, and where no Items are provided the cost shall be deemed to be distributed among the rates and prices entered for the related Items of Work.

7. General directions and descriptions of work and materials are not necessarily repeated or summarized in the Bill of Quantities. References to be relevant sections of the contract documentation shall be made before entering rates or prices against each item in the Bill of Quantities.

8. The method of measurement of completed work for payment shall be in accordance with the specification for Road and Bridge Works published by the Ministry of Surface Transport (edition).

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause 29 of the Instructions to Bidders.

10. Rock is defined as all materials which, in the opinion of the Engineer, require blasting, or the use of metal wedgese and sledgehammers, or the use of compressed air drilling for its removal, and which cannot be extracted by ripping with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.

Bill of Quantities

Page - 50

ABSTRACT OF TENDER

S/N Items Amount in Rupees

A SITE CLEARANCE

B EARTH WORK IN FORMATION

C SUB-BASES & BASES ( NON- BITUMINOUS)

D BASES AND SURFACE COURSES (BITUMINOUS)

E MISCELLANEOUS ITEMS

F SLOPE PROTECTION WORKS

G PIPE CULVERTS

H BOX CULVERTS

I BRIDGES

TOTAL

(IN WORDS)

Bill of Quantities

Page - 51

Item No. Description of item (with brief specification and reference to Book of specification)

Unit Quantity RATES

AMOUNT IN FIGURE IN WORDS

1 2 3 4 5 6 7

A SITE CLEARANCE

1

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

(i) Girth from 300 mm to 600 mm each 389

(ii) Girth from 600 mm to 900 mm each 233

(iii) Girth from 900 mm to 1800 mm each 90

(iv) Girth above 1800 mm each 19

2

Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

A In area of light jungle hecta

re 58.32

Total Amount

B EARTH WORK IN FORMATION

1 Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposal of cut material.

(i) Disposal of cut material with all lifts and lead upto 5000 metres.

cum 1906010.18

2 Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material.

Bill of Quantities

Page - 52


cum 1463604.04

3 Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material.


cum 62368.88

4

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

cum 60660.44

5

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

cum 56925.16

6

Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum 64805.32

7

Surface Drains in Hard Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means

metre 22402.00

8

Construction of M20 grade lined surface drains specified lines, grades, levels and dimensions as per drawing or technical specification section 309 and 1700

metre 10000.00

Bill of Quantities

Page - 53

9

Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

sqm 60000

Total Amount

C SUB-BASES & BASES ( NON- BITUMINOUS)

1 4.1 Granular Sub-base with Close Graded Material (Table:- 400-1)

A

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

(i) for grading- I Material cum 36574.51

(iii) for grading-III Material cum 34832.87

2 4.1

2

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

cum 60957.52

Total Amount

D BASES AND SURFACE COURSES (BITUMINOUS)

1

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

sqm 243830.07

Bill of Quantities

Page - 54

2

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

sqm 487660.14

3

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)

(i) for Grading I ( 40 mm nominal size ) cum 14629.80

4

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)

Case-II Using Modified Bitumen for Grading-I ( 13 mm nominal size )

cum 9753.20

Total Amount

Bill of Quantities

Page - 55

E MISCELLANEOUS ITEMS

1

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

(i) 90 cm equilateral triangle each 8

(ii) 60 cm equilateral triangle each 40

(iii) 60 cm circular each 20

(iv) 80 mm x 60 mm rectangular each 15

(v) 60 cm x 45 cm rectangular each 12

(vi) 60 cm x 60 cm square each 15

2

Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

Sqm 12

4

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Sqm 1296.08

5

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

Bill of Quantities

Page - 56

(i) 5th kilometre stone (precast) each 6

(ii) Ordinary Kilometer stone (Precast) each 26

(iii) Hectometer stone (Precast) each 130

6

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

each 15

7

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

each 324

8

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

metre 5000

Total Amount

Bill of Quantities

Page - 57

F RETAINING WALL& BREAST WALL

1

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)

I Ordinary Soil (Manual means ) upto 3m depth Cum 5478.04

II Ordinary rock (not requiring blasting) (Manual means ) upto 3m depth

Cum 3652.02

2 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications (PCC Grade M15)

Cum 1195.47

3 Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications (for Parapet walls) PCC Grade M15

Cum 285.9

4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing andTechnical Specification (Random Rubble Masonry)

Cum 14208.21

5 Backfilling behind the abutment, wing wall and return walls complete as per drawing and Technical specification (Granular Material)

Cum 719.29

Bill of Quantities

Page - 58

6

Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 Kg per 10 sqm having minimun tensile strength of 300 Mpa conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.

Cum 2940.00

G PIPE CULVERTS (57 Nos)

2


Ordinary soil Cum 4393.64

Ordinary rock (not requiring blasting) Cum 2929.09

3

Provide M15 plain cement concrete levelling course below culverts, pipe bedding ,pipe credle ,pipe encasing ,wingwalls, catch pits, parapet wall ,cross drains etc. complete as per Drawings and Technical Specification Clause 1500,1700 & 2100.

Cum 687.17

4 Provide M20 plain cement concrete levelling course in catch pit complete as per Drawings and Technical Specification Clause 1500,1700 & 2100.

Cum 11.54

5

Provide coursed rubble masonry in cement mortar 1:3 in wing wall ,head wall of pipe culvert, catch pits & appron complete as per Drawings and Technical Specification Clasue 1400 and 2500.

Cum 2073.91

Bill of Quantities

Page - 59

6 Filling over pipe ,backfilling behind abutments, wing walls etc. with selected earthen material complete as per Technical Specification Clauses 305 and 2907.

Cum 403.16

7

Providing ,Laying and jointing NP4 Reinforced Cement Concrete Pipe NP4 1200 mm diametre for culvert on concrete craddle bedding of in single row including flush joint with cement mortar 1:2 complete as per Technical specification clause 2905 and 2906.

RM 570

8 Provide 12mm thick cement mortar 1:3 plastering in catch pits complete as per Drawings and Technical Specification Clause 1312.

Sqm 832.86

H BOX CULVERTS

1


I Ordinary Soil (Manual means ) upto 3m depth Cum 6460.08

A Ordinary rock (not requiring blasting) (Manual means ) upto 3m depth

Cum 4306.72

2

Provide M15 plain cement concrete levelling course below box bedding ,wingwalls, catch pits, cross drains etc. complete as per Drawings and Technical Specification Clause 1500,1700 & 2100.

Cum 599.95

3 Provide M20 plain cement concrete levelling course in catch pit complete as per Drawings and Technical Specification Clause 1500,1700 & 2100.

Cum 40.47

Bill of Quantities

Page - 60

4 Plain/Reinforced cement concrete M25 in sub-structure complete as per drawing and technical specifications

Cum 3239.15

5

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

MT 366.77

5

Stone masonry work (CRM) in cement mortar 1:3 for substructure complete as per drawing andTechnical Specification

Cum 694.67

7 Plastering with cement mortar (1:3 ) in sub-structure as per Technical specifications (12mm thick plaster in CM 1:3)

Sqm 1545.4

8

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Cum 2367

9

Backfilling with earth in trenches behind abutment, wing wall and return wall complete as per drawing and Technical Specifications

Cum 8432

10

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing andTechnical Specification (appron)

Cum 402.98

I BRIDGES

Bill of Quantities

Page - 61

(I) CONSTRUCTION OF (30 +48 +30) MTR SPAN GIRDER BRIDGE AT KM 0.827

A Foundation

1

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material

(I) Depth upto 3 m Cum 1736.04

(ii) 3m to 6 m Cum 656.42

(iii) above 6 m Cum 656.42

2 Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation

Cum 59.84

3 Providing and laying of PCC M 15 in toe portion below SDR Level

Cum 124.08

4 Plain/Reinforced Cement Concrete in M 30 in open foundation complete as per Drawing and Technical specifications

Cum 195.05

5 Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications

MT 141.4

6

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)

RM 540

7 Cement concrete for reinforced concrete in pile cap M35 complete as per drawing and Technical Specification

Cum 316.84

Bill of Quantities

Page - 62

B Sub Structure

1 Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical specifications

a)PCC Grade M 30 upto 5 m Cum 326.05

b)PCC Grade M 30 above 5 m and upto 10 m Cum 261.04

c)PCC Grade M 30 above 10 m Cum 283.04

2 Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and Technical specifications

MT 152.27

3

Providing weep holes in brick masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications

Nos 144

4 Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specifications

Cum 1051.41

5

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rerquirements laid down in clause 2504.2.2 of MOSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the enire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications

Cum 121.32

6

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

cubic centimetre

339456

C Super Structure

Bill of Quantities

Page - 63

1 Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications

RCC Grade M 30 Cum 136.28


2 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical specifications

MT 214.56

3 High tensile steel wire/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical specifications

MT 47.51

4

Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm to 4mm over mastiv surfaces all complete as per clause 515.

SQM 1207.5

5 Drainage spouts complete as per drawing and Technical Specifications

Nos 44

6 PCC M 15 grade levelling course below approach slab complete as per drawing and Technical Specifications

Cum 12.92

7 Reinforced cement concrete approach slab , dirt wall in RCC M 30 grade including reinforcement and form work complete as per drawing and Technical specifications

Cum 25.83

Bill of Quantities

Page - 64

8

Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications

RM 25.8

9

Providing nad laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring

RM 51.6

(II) CONSTRUCTION OF30 MTR SPAN PSC GIRDER BRIDGE AT KM 2.850

A Foundation

1.0



(ii) 3m to 6 m Cum 941.80


2.0

Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation

Cum 34.45

3.0

Providing and laying of PCC M 15 in toe portion below SDR Level

Cum 124.08

4.0

Plain/Reinforced Cement Concrete in M 30 in open foundation complete as per Drawing and Technical specifications

Cum 195.05

5.00

Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications

Cum 28.28

Bill of Quantities

Page - 65

B Sub Structure






MT 56.89

3


Nos 144


Cum 1051.41

5


Cum 121.32

6


cubic centimetre

111104

C Super Structure

Bill of Quantities

Page - 66

1

Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications




MT 58.44


MT 12.50

4


SQM 414.75


Nos 20.00


Cum 12.92


Cum 25.83

Bill of Quantities

Page - 67

8

(iii) Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications

RM 25.80

9


RM 25.80

Total

(III) CONSTRUCTION OF 48.0 MTR SPAN PSC GIRDER BRIDGE AT KM 4.520

A Foundation

1



(ii) 3m to 6 m Cum 1080.29



Cum 34.45


Cum 124.08


Cum 195.05

Bill of Quantities

Page - 68


Cum 28.28

B Sub Structure






MT 61.14

3


Nos 144


Cum 1205.03

5


Cum 139.04

Bill of Quantities

Page - 69

6


cubic centimetre

111104

C Super Structure

1

Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications




MT 85.09


MT 20.23

4


SQM 603.75


Nos 24.00


Cum 12.92

Bill of Quantities

Page - 70


Cum 25.83

8

Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications

RM 25.80

9


RM 25.80

Total

(IV) CONSTRUCTION OF (20 +48 +20) MTR SPAN GIRDER BRIDGE AT KM 7.630

A Foundation

1



(ii) 3m to 6 m Cum 1462.97



Cum 57.86


Cum 93.06

Bill of Quantities

Page - 71


Cum 184.08


MT 139.81

6


RM 540


Cum 316.84

B Sub Structure






MT 99.75

3

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per drawing and Technical Specifications

Nos 144


Cum 1317.45

Bill of Quantities

Page - 72

5


Cum 152.01

6


cubic centimetre

339456

C Super Structure





MT 166.73


MT 21.64

4

Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm

SQM 1022.39

Bill of Quantities

Page - 73

to 4mm over mastiv surfaces all complete as per clause 515.


Nos 32


Cum 12.92


Cum 25.83

8


RM 25.8

9


RM 51.6

Total

(V) CONSTRUCTION OF (20 +42 +20) MTR SPAN GIRDER BRIDGE AT KM 11.947

A Foundation

1



(ii) 3m to 6 m Cum 1251.28



Cum 57.86

Bill of Quantities

Page - 74


Cum 93.06


Cum 184.08


MT 139.81

6


RM 540


Cum 316.84

B Sub Structure






MT 138.19

3

Providing weep holes in brick masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and Technical Specifications

Nos 144

Bill of Quantities

Page - 75


Cum 1238.3

5


Cum 142.88

6


cubic centimetre

339456

C Super Structure





MT 156.09


MT 19.3

Bill of Quantities

Page - 76

4


SQM 959.39


Nos 32


Cum 12.92


Cum 25.83

8


RM 25.8

9


RM 51.6

Total

TOTAL (A+B+C+D+E+F+G+H+I)

Bill of Quantities

Page - 77

Note:

(1) Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantities (refer: ITB Clause 13.2 and GCC Clause 43.3).

(2) Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].

(3) Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)]

(4) Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1 (b)].

section 7 bill of quantities -...

Documents