Bridge Work

Name of Work :- Construction of New Bridge across Zamar Khadi on Eru Char Rasta Hansapor Abrama Amalsad Bilimora

Road Km 4/8 to 26/0 (W.S. 23/2 to 23/4) (SH) in dist. Navsari in state of Gujarat.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

1 Diversion of watercourse / providing cofferdam and bund 1.00 Job 5983149.10

or island ,floating platform (Pontoon) , 'Z' section MS

sheet piles ,Water pumping,for foundation and

maintaining the same for the period as may be necessary.

2 Demarkation of road alingment including marking out 1.08 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 6.00 Rmt 156.53

design including painting complete.

4 Providing masonry steps with cement pointing on 57.00 Steps 229.91

approaches as directed .

5 Providing and filling sand inside abutment and between 5394.00 Cu.m. 552.22

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 2424.90 Cu.m. 133.65

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. 3767.00 Cu.m. 513.62

8 Empty boring through all sorts of strata for providing 1.2 1207.00 Rmt 5863.39

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.

9 Providing 6 mm thick steel liner for piles including 39.80 MT 47323.73

fabricating and setting out as per detail drawing as

10 Providing and laying controlled cement concrete of M 35 1428.00 Cum 4962.13

for R.C.C. bored piles of 1.2 mt dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

11 Providing and fixing in position Fe 550D bar, for R.C.C. 322.00 MT 81120.33

bored piles as per detailed drawing, including cutting,

bending, hooking, tying and welding complete and

including forming the cage and lowering it in position.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

12 Static Load testing of foundation piles including loading 2000.00 MT 187.38

with necessary kentledge or any other suitable method as

directed with all arregement & equipment reqired.

13 Dynamic Load testing of foundation piles including loading 2.00 Nos 35767.11

with necessary kentledge any other suitable method as

directed with all arregement & equipment reqired.

14 Conducting Pile low strain integrity test as per ASTM D 40.00 Nos 1212.00

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

situ RCC pile of 1500 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.

15 Providing & filling in foundation as base course with 330.30 Cum 3674.38

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

16 Providing and casting in-situ controlled cement concrete 354.30 Cum 5137.87

of M 35 For R.C.C. pile cap including necessary form work

vibrating, curing and finishing complete.

17 Providing and fixing in position Fe 550D bar, for R.C.C. 248.00 MT 81325.80

bored Pile Caps & (A) Pier.(B) Abutment & Return walll .

(C) Abutment cap and dirt wall ,(D) Pier cap,(E) Pedestall

& seismic arrester,(F) Inspection Platform as per detailed

drawing, including cutting, bending, hooking, tying and

welding complete and including forming the cage and

lowering it in position.

18 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers and abutment 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 1656.00 Cum 5477.23

(B) Height from 5.0 M to 10.0 M 9.00 Cum 5797.40

19 Providing and Fixing in position Tar paper as bearing as 118.40 Sqm 656.50

per detailed drawings.

20 Providing and casting in situ controlled cement concrete 239.00 Cum 5875.17

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.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

21 Providing and casting in situ controlled cement concrete M- 785.10 Cum 5612.57

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

curing and finishing complete.

22 Providing and laying in position FE 550D TMT bar 149.30 MT 80710.13

reinforcement including cutting,bending, hooking and

tying complete as per detailed for the following. (A) Solid

Slab (B) R.C.C. Approach slab & Gap slab C) Wearing

23 Providing and casting in situ controlled cement concrete 91.20 Cum 5631.76

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.

24 Providing and erecting a 'W' metal double beam crash 685.00 Rmt 6286.24

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, 330 mm long

complete as per clause

25 Providing raling of controlled cement concrete M-35 as 83.00 Rmt 1314.01

per detailed drawings with necessary reainforcement

including, shuttering, laying vibrating and finishing to line

and level complete.(ii) Cast in situ.

26 Providing and laying chequered precast cement concrete 125.00 Sqm 541.21

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.

27 Providing G.I. 100 mm. diameter water spouts including 36.00 Each 536.03

necessary iron gratings as per drawings.

28 Providing and fixing marble slab including engraving and 2.00 Each 1012.65

painting complete.

29 Providing and casting in situ controlled cement concrete 40.00 Cum 5410.57

of M 35 for approach slab including form work curing and

finishing complete.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

30 Modular Strip / Box Seal Joint (Providing and laying of a 97.00 Rmt 2057.37

modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

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

31 Providing and laying Filter Media 600mm Thick directed at 155.00 Sqm 1279.96

the back of Abutment, return and wing walls as per

detailed specification.

32 Providing & laying weep hole in Abutments, and returns 992.00 Each 87.07

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

grade and jointing the completed as per detailed

33 Providing and laying of Extruded Bioaxial Polypropylene 2399.40 Sqm 249.29

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.

34 Providing fusion bonded Epoxy coating not less than 175 277.00 MT 10162.62

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes

(A) 10mm to 16mm dia bar

35 Providing fusion bonded Epoxy coating not less than 175 444.00 MT 7296.24

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620-1993/ASTM-775 M including testing

of coating at plant and all taxes

(B) 20mm to 32 mm dia bar

36 Carrying out load test of super structure as directed 400.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

37 Providing and fixing in position Mild steel dowel bars in 66.00 Each 341.29

pier caps or abutment caps for anchorage in fixed end as

per detailed drawings including cutting, bending and

welding complete.

38 Providing and fixing in position Mild steel dowel bars in 66.00 Each 399.70

pier caps or abutments caps for anchorage in free end as

per detailed drawing including cutting, bending and

welding complete.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

39 Clearing and grubbing road land including uprooting rank 0.50 Hectare 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.

40 Earth work for embankment having sulphate express as 399.20 Cum 337.34

SO3 shall be less than 0.5% and having CBR>5% & Free

Swell index < 50% 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.

41 Construction of 150 mm thick compacted coarsed granular 527.10 Cum 761.65

subbase by providing coarse graded machine crushed

B.T. material satisfying MOST specification (Grade-V

crushed B.T. stone aggregate 26.5 mm to 9.5 mm @

%, 9.5 mm to 2.36 mm @ 20% and 2.36 mm below @

% ) including spreading in uniform layer with motor

grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc.

42 Construction of compacted coarsed granular subbase 150 527.10 Cum 950.41

mm thick (Grade-III crushed B.T materials of 9.5 mm to

2.36 mm @ 52.5 %) 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

43 Providing and laying wet mix base course macadam 250 878.50 Cum 834.26

mm in two layer (125 mm each 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.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

44 Providing and laying 65mm thick DBM in Single layer 525.30 MT 4461.17

using crushed stone aggregate BT chips as per required

gradation and using emulsion asphalt as a tack coat @

kg / 10 sqmt and the VG 30 grade asphalt at 45 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.

45 Providing and laying 30 mm Bitumen concrete using 252.98 MT 5004.55

crushed stone aggregate BT chips as per required

gradation and using 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 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.

46 Providing and applying priming coat with emulsion SS1 3513.70 Sqm 94.14

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

asphalt and preparing the surface heating and applying

47 Road marking with hot applied thermo plastic paints with 14.00 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

Bill of Quantity

Item of work Quantity Unit Rate In Amount

48 Providing and laying of Plastirib - T or equivalent raised 1522.00 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 mm 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.

49 Direction (Junction) Sign :-Providing and fixing sign 1.00 Each 26572.09

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

(Aluminum composite Panel); size 244x122

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; 4.0mtr long (2 Nos.)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

foreach board shall be as per theinstruction of engineer in

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

Item of work Quantity Unit Rate In Amount

50 Chevron sign :-Providing and fixing sign boards made out 10.00 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 retrorefiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 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

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

51 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

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

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

Item of work Quantity Unit Rate In Amount

52 Regulatory / Mandatory Sign :-Providing and fixing sign 7.00 Nos 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

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

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

53 Supply and Apply Rumbble Strips Road marking with hot 55.00 Sqm 2064.44

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.

54 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 52.00 Each 326.23

Markers made of polycarbonate and ABS moulded body

and reflective panels with Micro prismatic lens (No Glass

bead lens) capable of providing total internal reflection of

the light entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of MORTH

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

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

130 mm and 130 mm and with minimum reflective area of

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

35 +/- 5 degree. 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.

Bill of Quantity

Item of work Quantity Unit Rate In Amount

55 Providing and fixing pre-cast concrete kerb stone of gray 146.00 Rmt 394.59

cement based concrete block 30cm length,30cm height

and 15cm thick of M20 grade concret as per approved

design and including excavation for fixing in proper line

and level,filling the joint with C:M 1:3 (1cement:3 fine

sand) etc complete.

56 Providing and laying - Fitter Media 600mm thick directed 742.00 Cum 782.00

at the back of retaining wall as per detailed specifications.

Total Bill of Quantity

In Words :- Twelve Crores Forty Five Lakhs Twenty One Thousand Four Hundred FIfty Five and

Paisa FIfty 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

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

Navsari (R & B) Sub Division Navsari (R & B) Division Navsari (R & B) Division

Navsari Navsari Navsari