CONSTRUCTION OF HIGH LEVEL MAJOR BRIDGE ACROSS MAHI RIVER ON HARIGARNA MUVADA-KALIBEL- MOVASA-BOKANNALA ROAD CH-0/0 TO 18/340 (W.S.15/000 TO 15/400) (SH) IN DIST. MAHISAGAR

NAME OF WORK :- CONSTRUCTION OF HIGH LEVEL MAJOR BRIDGE ACROSS MAHI RIVER ON HARIGARNA MUVADA-

KALIBEL- MOVASA-BOKANNALA ROAD CH-0/0 TO 18/340 (W.S.15/000 TO 15/400) (SH) IN DIST. MAHISAGAR.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

1 Diversion of watercourse / providing cofferdam, bund, Z- 1.00 Job 21661257.90

type sheet piling, Pontoon for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 0.80 Km. 2706.50

road line by providing and fixing wooden pegs or steel

rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M.

including supplying of labours and all materials for every

work etc. complete.

3 Providing flood gauge marks on substructure as per 84.00 Rmt 163.02

design including painting complete.

4 Providing masonry steps with cement pointing on 120.00 Steps 230.50

approaches as directed .

5 Providing and filling sand inside abutment and between 771.00 Cu.m. 467.68

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 6035.70 Cu.m. 136.92

trenches,sides of foundations etc. in layers not exceeding

20 cm in depth consolidating each disposited layer by

ramming and watering.

7 Excavation for foundation in sand , gravel , clay soft soils

& murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated stuff

(A) Depth upto 3.0 M. 7654.20 Cu.m. 511.11

(B) Depth from 3.0 m to 6.0 m 1778.70 Cu.m. 599.64

(C) Depth from 6.0 m to 9.0 m 75.00 Cu.m. 661.44

8 Excavation in large boulders and soft rock by welding 140.00 Cu.m. 716.55

including shoring, strutting and dewatering as necessary

and disposing of the excavated stuff as directed.

9 Excavation for foundations in hard rock by dry-wet 880.50 Cu.m. 1675.31

blasting and chiseling including dewatering, preparing

foundation base by proper benching and stepping,

deposing the excavated stuff as directed. (B) prohibited

10 Empty boring through all sorts of strata for providing 1.5 226.00 Rmt 6946.32

Mt. diameter R.C.C. bored piles to required depth

required depth including providing necessary casing pipe

with all plants and equipments as required complete.

11 Empty boring through all Sorts of strata including rock for 304.00 Rmt 7533.59

providing 1.5 MT dia. R.C.C. bored piles to required

depth including providing necessary casting pipe with all

plants and equipment's as required complete.

12 Empty boring through all sorts of strata for providing 1.2 160.00 Rmt 5557.05

Mt. diameter R.C.C. bored piles to required depth

required depth including providing necessary casing pipe

with all plants and equipments as required complete.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

13 Empty boring through all Sorts of strata including rock for 980.00 Rmt 6891.23

providing 1.2 MT dia. R.C.C. bored piles to required

depth including providing necessary casting pipe with all

plants and equipment's as required complete.

14 Providing 8mm & 6mm thick steel liner for piles 215.90 MT 47323.73

including fabricating and setting out as per detail drawing

15 Providing and laying controlled cement concrete of M 40 940.00 Cu.m. 5128.78

for R.C.C. bored piles of 1.5 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

16 Providing and laying controlled cement concrete of M 35 1562.40 Cu.m. 5041.92

for R.C.C. bored piles of 1.20 mt dia. including

ramming, vibrating and finishing excluding T.M.T

Reinforcement complete.

17 Providing and fixing in position Fe 550D TMT WITH FBEC 611.00 MT 89849.77

for R.C.C. bored piles as per detailed drawing, including

cutting, bending hooking tying and welding complete and

including forming the cage and lowering it in position.

18 Initial load test for pile in accordance with IS 2911 4000.00 MT 187.38

including installation of loading platform & preparation of

pile head or construction of test cap & dismantaling of

test cap after test etc. with all labour,material,tool &

plants, equipment,machinery, etc. complete as per

drawing & specification as directed by the Engineer.

19 Routine load test pile in accordance with IS 2911 5.00 Nos 35767.11

including installation of loading platform & preparation of

pile head or construction of test cap & dismantaling of

test cap after test etc. with all labour,material,tool &

plants, equipment,machinery, etc. complete as per

drawing & specification as directed by the Engineer.

20 Conducting Pile low strain integrity test as per ASTM D 125.00 Nos 2121.00

5882- 96 code of American Society for Testing on cast -in

situ RCC pile of 1200 mm diameter inclusive of analysis

with all contractor's equipment, manpower, site

preparation, lead and lifts etc. complete as per standard

procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and

consumable required & Mobilization of equipment

21 Providing & filling in foundation as base course with 537.70 Cu.m. 3711.75

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

22 Providing and casting in situ controlled cement concrete 1808.60 Cu.m. 5216.65

M-35 for R.C.C. pile cap including necessary formwork,

vibrating, curing and finishing complete.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

23 Providing and fixing in position of steel grade FE 550 D 1564.20 MT 90055.23

WITH FBEC For R.C.C. work for RCC Raft, Pile Cap,

Retaining wall, Oier, Abutment, Abutment cap and dirt

wall, Pier cap, Seismic Arrester, Pedestal, Inspection

Platform Including cutting hooking, tying, welding etc.,

complete as per detailed drawing and specification.

24 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers as per drawing including

centering shuttering scaffolding where necessary laying

vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 5523.50 Cu.m. 5566.11

(B) Height from 5.0 M to 10.0 M 1821.70 Cu.m. 5892.34

25 Providing and fixing in position fully moulded restrained 2304000.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

26 Providing and casting in situ controlled cement concrete 833.60 Cu.m. 5963.04

of M 35 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

27 Providing and casting in situ or precast controlled Cement 3042.50 Cu.m. 11752.36

Concrete M-45 for prestressed concrete work in Super

structure including centering, shuttering, curing,

scaffolding, ramming, vibrating, finishing, lauching or

shifting complete.(I) Solid Slab.(II) Deck Slab.(III) Main

Girders.(IV) Diaphragm or cross girder.This item includes

providing and operating a launcher for the erection and

launching of the bridge superstructure using methods

such as incremental launching and crane erection with

the aid of launching girders. The scope of work also

•Casting of the superstructure at the designated casting

•Loading and unloading of girders,

•Transportation of girders from the casting yard to the

•Execution of preparatory works,

Carrying out the launching operations,

Ensuring proper alignment during erection,

•Implementation of safety measures, and

Adherence to quality control procedures throughout the

•All works shall be executed in accordance with the

approved drawings, specifications, and relevant

standards, ensuring structural integrity and safety at

28 every stage.

Providing and placing in position FE 550D TMT with FBEC 506.10 M.T 90911.00

bar reinforcement including cutting, bending, hooking,

and tying complete as per detailed drawing.(B)T-Beam

and Deck slab type of superstructure (I) Deck slab (II)

Main and cross Girder

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

29 Providing and fixing in position to exact profile high 124.60 M.T 72402.66

tensile steel wires of required ultimate strength including

bending, cutting, tying providing necessary standard and

anchorages, sheathing, stressing, grouting, ducts as per

detailed drawing including necessary plant and machinery

30 Providing and casting in situ controlled cement concrete 383.40 Cu.m. 5718.62

of M 40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and

filling in joints with bitumen complete.

31 Provision of an Reinforced cement concrete crash barrier 766.70 Rmt 8620.35

at the edges of the road, approaches to bridge structures

and medians, constructed with M-40 grade concrete with

Fe-550D with fusion bonded epoxy coating with

reinforcement conforming to IRC:21 and dowel bars

mm dia, 450 mm long at expansion joints filled with pre-

moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the

enclosure to MOST circular No. RW/NH - 33022/1/94-DO

III dated 24 June 1994 as per dimensions in the

approved drawing and at locations directed by the

Engineer, all as specified as per drawing attached.(i)

32 Providing raling of controlled cement concrete M-35 as 378.00 Rmt 1426.12

per detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line

and level complete.(ii) Cast in situ.

33 Providing and laying chequered precast cement concrete 566.00 Sq.m. 545.76

tiles 22mm thick with aggegate of sizes upto 6mm in

floors, treads of steps and landings on 20mm thick bed of

C.M. 1:6 (1-cement : 6-sand) or L.M. 1:1.5(1-Lime putty

: 1.5 coarse sand) joint with neat cement slurry with

pigments to match the shade of the tiles.

34 Providing G.I. 100 mm. diameter water spouts including 147.00 Each 536.03

necessary iron gratings as per drawings.

35 Providing and fixing marble slab including engraving and 4.00 Each 1012.65

painting complete.

36 Providing and casting in situ controlled cement concrete 101.00 Cum 5497.43

of M 35 for approach slab including form work curing and

finishing complete.

37 Providing and fixing in position FE 550D TMT WITH FBEC 60.60 M.T 89439.56

bar reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb. (B)

R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing

38 Providing and laying of a modular strip Box steel 112.00 Rmt 2057.37

expansion joint including anchorage catering to a

horizontal movement beyond 70 mm and upto 140mm,

complete as per approved drawings and standard

specifications to be installed by the manufacturer/supplier

or their authorised representative ensuring compliance to

the manufacturer's instructions for installation.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

39 Providing and laying Filter Media 600mm Thick directed 3766.00 Sqm 1239.35

at the back of Abutment, return and wing walls as per

detailed specification.

40 Providing & laying weep hole in Abutments, and returns 3155.00 Each 86.73

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

41 Providing and laying of Extruded Bioaxial Polypropylene 2418.50 Sqm 307.65

Geogrid 40 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

42 Steel work, welded in built up sections framed work 39000.00 Kg 91.08

inpection platform, ladder including cutting, hoisting,

fixing in position and applying a priming coat of red lead

paint. (A)In beams and joists,channels angles Tees, flats,

with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters,purlins conneted to

common rafters and the like

43 Painting two coats (excluding priming coat) on new steel 1625.00 Sqm 68.57

and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.

44 Carrying out load test of super structure as directed 450.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

45 Clearing and grubbing road land including uprooting rank 0.50 Hect. 28455.09

vegetation , grass , bushes , shrubs , saplings and trees

of girth upto 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (I) By

Mechanical means in area of light jungle.

46 Earthwork in cutting including preparing the slope and 490.50 Cum 317.35

camber andstacking or utilising the cutting stuff in bank

as directed upto 200 Meters from the end of cutting with

all lead and lift.(ii) Soft rock not requiring blasting.

47 Earth work for embankment having CBR not less than 168.70 Cum 383.32

5% including breaking clods dressing With all lead and

lift and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T.

48 Back filling between returnwall shall be selected soil 12361.50 Cum 467.68

having properties as C=0Kg/Sq. ∅=30° for embankment

including breaking clods dressing With all lead and lift

and including watering, rolling, and consolidation of

subgrade in layers at O.M.C. to required dry density

including filling the depressing which occur during the

process using Vibratory roller 8T to 10T. (E) From Borrow

area With all lead & lift.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

49 Construction of compacted coarsed granular subbase 200 855.10 Cum 1210.99

mm thick (Grade-I crushed B.T materials of 53 mm to

2.36 mm @ 20 %) by providing close graded material

mixing in a mechanical mix plant at OMC,carriage of a

mix material to work site, spreading uniform layers with

motor grader on prepared surface and compacting with

vibratory power roller to achieve desire density

complete clause as per

50 Providing and laying wet mix base course macadam 250 1068.87 Cum 1398.85

mm in Two layer using machine crushed chips as per

required gradation mixing with required optimum

quantity of water conveying the mix to site and spreading

to grade and camber with mechanical paver consolidation

by vibratory roller including material, labour, plant and

machinery and equipment etc. complete.

51 Providing and laying 60 mm DBM in single layer using 590.10 MT 3402.69

crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

2.5 kg / 10 sqmt and the VG-30 grade asphalt at

kg/MT)by total weight of mix hot laid process using hot

mix plant including heating and mixing asphalt &

materials by drum mix process transporting the mix and

laying by paver finisher including consolidation with

vibratory roller including cost of material, labour,

machinery equipment and fuel , oil , lubricant for plant

and machinery using contractor's own plant and

machineries etc. complete

52 Providing and laying 40 mm Bitumen concrete using 410.45 MT 3738.62

crushed stone aggregate BT chips as per required

gradation and the VG 30 grade asphalt at 54 kg/MT)by

total weight of mix hot laid process using hot mix plant

including heating and mixing asphalt & materials by hot

mix process transporting the mix and laying by paver

finisher including consolidation with vibratory roller

including cost of material, labour, machinery equipment

and fuel , oil , lubricant for plant and machinery using

contractor's own plant and machineries etc. complete.

53 Providing and applying priming coat with emulsion SS1 4275.50 Sqm 60.40

grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of

asphalt and preparing the surface heating and applying

54 Providing and laying of Extruded Bioaxial Polypropylene 1093.80 Sqm 249.07

Geogrid 30 KN as per clause no 3102.8 and approval

design and specification with accesories like tie

strips,nuts & bolts and loops/lugs for joining reinforcing

elements with the facia ,pannels and overlaps and other

protective elements as per detailed specification.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

55 Road marking with hot applied thermo plastic paints with 26.00 Sqm 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@ 250 gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC-35 2015. The finished

surface to be level,uniform and free from sreaks and

holes. zebra patta/bump patta lane/center line/edge

line/cut patta. The white color marking should provide

liminance coefficent on cement road shall be min

130mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time.

The marking should meet the performance criteria for

night time reflectivity,wet reflectivity and skid resistnce

as mentioned in the section 15 of IRC35-2015. warrenty

for retro reflectivity shall be two years

56 Providing and laying of Plastirib - T or equivalent raised 2823.00 Each 827.19

profile edge line marking (audible warning ) with hot

applied thermoplastic road marking compound according

to IRC 35 - 2015, Clause 7.7, with 2mm thick base coat

layer above that ribs profile size of lenght 40mm X width

140mm X Height 6 mm thick ( Total 8 m thick ) at the

distance of 500 mm between two ribs including

reflectorizing glass beads @ 250 gm/ sq.mt area. The

minimum and maximum width of raised profile should be

150 mm. The thickness of 8 mm profile should be

exclusive of surface applied glass beads. The finished

surface to be levelled, uniform and free from streaks and

holes, to be applied on edge lines.

57 Supply and Apply Rumbble Strips Road marking with hot 43.00 Sqm 1464.50

applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot

applied thermoplastic compound 8 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 8mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes.

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

58 Cautionary Warning Sign :-Providing and fixing sign 5.00 Each 5077.27

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of symbol

foreach board shall be as per theinstruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of engineer in

charge. A warranty for 10 years for the Retro reflective

sheeting from original manufacturer & a certified copy of

3 year outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

59 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Each 3666.30

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 1.8mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

60 Regulatory / Mandatory Sign :-Providing and fixing sign 5.00 Each 4618.73

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms Dia Circle as

per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.

A warranty for 10 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

61 Chevron sign :-Providing and fixing sign boards made out 20.00 Each 4681.35

of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50 cm as per design of IRC-67-

2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm; painted with bestquality

epoxy coatings in black and white bends. the details of

symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge.The fixing at

site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 10 years for the Retro reflective sheeting from

originaa manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab for

the product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting

62 Providing and fixing hectometer as per I.R.C. type design 2.00 Each 356.50

including painting lettering etc. complete fixing in C.C.

63 Providing and erecting a 'W' metal double beam crash 560.00 Rmt 4309.67

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

center to center, 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 confirm 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,

mm long complete as per clause

Bill of Quantity

Ite Rate in Rs.

m Item of work Quantity Unit Rate In Amount

64 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 284.00 Each 217.41

Markers made of polycarbonate and ABS moulded body

and reflective panles with micro prismatic lens (No Glass

lens) capable of providing total internal reflection of light

entering the lens face and shall support a load of

kgs. tested in accordance to ASTM D 4280 Type H and

Complyinh to Specification of Category A of MORTH

Circular No RW/NH/33023/10-97 -Do III Dt 11.06.

The height, width and length shall not exceed 20mm,

130 mm and 130mm and with minimum reflective area of

13 sqcm on each side and the slope to the base shall be

35+/-5 degrre. The body of the marker should having

finger grip for easy and accurate placement and

application with epoxy/ bituminous Adhesive as

recommended by the manufacturer of the marker. The

color of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge

65 Providing and casting in situ controlled cement concrete 44.00 Cum 4360.06

M-20 forKerbs/Kerb blocks including formwork, curing

and finishing complete.

66 Providing and casting in situ controlled cement concrete 31.60 Cum 5691.35

M-35 for R.C.C. solid slab including centering, scaffolding,

curing and finishing complete.

67 Providing and Fixing in position Tar paper as bearing as 17.50 Sqm 656.50

per detailed drawings.

Total Bill of Quantity

In Words :- Forty Six Crores Sixteen Lakhs Thirty Six Thousand One Hundred Eighty Eight and

Paisa Five Three Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Note 1 :- The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no

extra payment shall be made.

Note 2 :- GST and Income tax TDS will be deducted at a source while making payments of bills

Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 4-In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the

Engineer in charge.

Above all Iteams of "BILL OF QUANTITIES" with Item Description,Unit,Rate & Amount have verificed by me and Found.

Deputy Executive Engineer Divisional Account Executive Engineer

(R & B) Sub Division Mahisagar (R & B) Division Mahisagar (R & B) Division

Lunawada Lunawada Lunawada