CONSTRUCTION OF MAJOR BRIDGE ACROSS WANKI RIVER ON TITHAL-VALSAD-DHARAMPUR-HUNDA-NASIK ROAD (CH.1/6 TO 1/8), DIST. -VALSAD

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ACROSS WANKI RIVER ON TITHAL-VALSAD-

DHARAMPUR-HUNDA-NASIK ROAD (Ch. 1/6 TO 1/8), DIST. VALSAD.

Bill of Quantity

Item of work Quantity Unit Amount

1 Diversion of watercourse / providing cofferdam and bund 2.00 Job 20,41,321.10

or island as may be necessary for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 1.89 Km. 2,706.50

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 22.10 Rmt 159.08

design including painting complete.

4 Providing masonry steps with cement pointing on 51.00 Steps. 224.30

approaches as directed.

5 Providing and filling sand behind abutment and between 275.78 Cu.m. 480.41

returns in layers as directed.

6 Filling available excavated earth/wethered rock in 3241.00 Cu.m. 130.39

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

7 Dismantling the existing structure including removing 561.00 Cu.m. 909.91

and stacking the dismantled materials as and where

8 Excavation for foundation in sand , gravel , clay soft

soils & murrum etc. Including sorting and strutting and

dewatering as necessary and disposing of excavated

stuff as directed.

a) Depth upto 3.0 M. 4626.90 Cu.m. 501.09

b) Depth from 3.0 m to 6.0 m 35.90 Cu.m. 586.94

9 Empty boring through all sorts of strata with fully 972.00 Rmt 5,292.43

automatic piling rig for providing 1.20 Mt dia. R.C.C.

bored piles to required depth including providing

necessary casing pipe with all plants and equipment's as

required complete.

10 Empty boring through in Rock for providing 1.20 Mt. 200.00 Rmt 6,722.56

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

providing necessary casing pipe with all plants and

equipments as required complete.

11 Providing Steel Liner 6 mm thick for pile including 65.30 MT 47,323.73

Fabricating and Setting out as per Detailed Drawing.

12 Providing and laying controlled cement concrete M 35 for 1329.10 Cu.m. 4,930.82

R.C.C.bored piles of 1.20 M dia. including ramming,

vibrating and finishing excluding T.M.T Reinforcement

Item of work Quantity Unit Amount

13 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.

14 Dynamic Load testing of foundation piles including 2.00 No. 35,767.11

loading with necessary kentledge any other suitable

method as directed with all arregement & equipment

15 Conducting Pile low strain integrity test as per ASTM D 48.00 No. 1,212.00

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.

16 Providing & filling in foundation as base course with 366.18 Cu.m. 3,610.75

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

17 Providing and casting in-situ controlled cement concrete 1427.60 Cu.m. 5,106.56

of M 35 For R.C.C. work for footing, pile cap, etc.

including necessary form work vibrating, curing and

finishing complete.

18 Providing and fixing in position Fe 550D TMT for R.C.C. 348.30 MT 81,120.33

bored piles & pile cap as per detailed drawing, including

cutting, bending hooking tying and welding complete

and including forming the cage and lowering it in

19 Providing and casting in situ controlled cement with of

M35 for R.C.C. work in piers, abutment, Return and

Retaining Wall 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 895.70 Cu.m. 5,408.55

b) Height from 5.0 M to 10.0 M 119.93 Cu.m. 5,725.69

20 Providing and fixing in position fully moulded restrained 1376256.00 Cu.Cm. 0.90

elastomeric Bearings as per detailed drawings.

21 Providing and casting in situ controlled cement concrete 360.20 Cu.m. 5,805.48

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.

Item of work Quantity Unit Amount

22 Providing and fixing in position TMT (FE-550D) bar 252.30 M.T 81,325.80

reinforcement including cutting ,bending, hooking, tying,

welding etc., complete as per detailed drawing and

specification. For pier, Abutments, Abutment cap, dirt

wall, pier cap , sesmic arrester, Pedestal, Retaining Wall,

inspection platform, etc.

23 Providing and casting in situ controlled cement concrete 1003.00 Cu.m. 5,977.18

M-35 for R.C.C. work in superstructure including

centering, shuttering scaffolding, ramming, vibrating

curing and finishing complete. (A) T-Beam and Deck slab

type of superstructure (II) Main and cross Girder

24 Providing and placing in position FE 550D TMT bar 175.60 M.T 82,181.57

reinforcement including cutting, bending, hooking, and

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

Deck slab type of superstructure (II) Main and cross

25 Providing and casting in situ controlled cement concrete 142.60 Cu.m. 5,597.42

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.

26 Provision of an Reinforced cement concrete crash barrier 381.00 Rmt 7,898.20

at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with Fe-550D reinforcement with FBEC

conforming to IRC:21 and dowel bars 25 mm dia,

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

June 1994 as per dimensions in the approved drawing

and at locations directed by the Engineer, all as specified

as per drawing attached.

27 Providing railing of controlled cement concrete M-35 190.12 Rmt 1,392.79

as per detailed drawings with necessary reinforcement

including, shuttering, laying vibrating and finishing to

line and level complete.(ii) Cast in situ.

28 Providing and laying chequered precast cement concrete 286.00 Sq.m. 528.01

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.

29 Providing G.I. 100 mm. diameter water spouts including 72.00 Each 536.03

necessary iron gratings as per drawings.

30 Providing and fixing marble slab including engraving and 1.00 Each 1,012.65

painting complete.

31 Providing and casting in situ controlled cement concrete 74.00 Cu.m. 5,376.23

of M 35 for approach slab including form work curing

and finishing complete.

Item of work Quantity Unit Amount

32 Providing and fixing in position FE 550D TMT bar 26.00 M.T 80,710.13

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

33 Modular Strip / Box Seal Joint (Providing and laying of a 103.00 Rmt 2,057.37

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 installation.)

34 Providing and laying Filter Media 600mm Thick directed 1156.00 Sq.m. 1,248.74

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

detailed specification.

35 Providing & laying weep hole in Abutments, and returns 810.00 Each 84.95

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

grade and jointing the completed as per detailed

36 Providing and laying Pitching on slopes laid over 225.00 Cu.m. 1,051.41

prepared filter media including boulder apron laid dry in

front of toe of embankment complete as per drawing

and Technical specifications

37 Providing and laying Filter material underneath pitching 113.00 Cu.m. 877.69

in slopes complete as per drawing and Technical

38 Providing and laying of Extruded Bioaxial Polypropylene 1219.00 Sq.m. 353.80

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.

39 Providing fusion bonded Epoxy coating not less than 175 482.00 MT 10,162.62

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

40 Providing fusion bonded Epoxy coating not less than 175 321.00 MT 7,296.24

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

41 Carrying out load test of super structure as directed 800.00 MT 169.92

including all necessary materials plant

equipement,instruments, labour and arrangements for

Item of work Quantity Unit Amount

42 Steel work, welded in built up sections framed work 18.00 MT 90,478.63

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 Clearing and grubbing road land including uprooting rank 0.30 Hectare 28,393.04

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.

44 Back filling between returnwall shall be selected soil 3903.00 Cu.m. 480.41

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 within 3.0KM lead.

45 Construction of 125 mm thick compacted coarsed 315.00 Cu.m. 851.74

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 26.5 mm to

below @ 30 % ) 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.

46 Construction of compacted coarsed granular subbase 315.00 Cu.m. 1,161.50

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

% ,Below 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 per

47 Providing and laying wet mix base course macadam in 630.00 Cu.m. 1,018.08

125 mm 2 layer (i.e 250 mm) 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.

Item of work Quantity Unit Amount

48 Providing and laying 50 mm thick compacted B.M.with 234.00 M.T 2,732.05

B.T. aggregate as per MORT&H specification and

Emulsion grade RS1 for tack coat at 2.5 Kg./10Sq.mt.

with mechanical sprayer and bitumen grade VG-30 for

mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix

including heating the aggregate and asphalt by drum mix

plant and spreading the same by censor paver finisher

and consolidation with vibratory roller including providing

all materials, equipments, tools and plants, oil, kerosene,

fire wood, labour charges etc. complete.

49 Providing and laying 50mm thick DBM in Single layer 244.00 M.T 3,237.05

using 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 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

50 Providing and laying 30 mm Bitumen concrete using 153.00 M.T. 3,554.90

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.

51 Providing and laying of Extruded Bioaxial Polypropylene 851.00 Sq.m. 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.

52 Providing and applying priming coat with emulsion SS1 2119.00 Sq.m. 60.60

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

asphalt and preparing the surface heating and applying

Item of work Quantity Unit Amount

53 Road marking with hot applied thermo plastic paints with 208.00 Sq.m. 367.73

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound

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

54 Cautionary Warning Sign :-Providing and fixing sign 4.00 Each 5,077.27

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

Item of work Quantity Unit Amount

55 Hazard Marker Sign :-Providing and fixing sign boards 4.00 Each 3,666.30

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

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

56 Regulatory / Mandatory Sign :-Providing and fixing sign 4.00 No. 4,618.73

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

Item of work Quantity Unit Amount

57 Chevron sign :-Providing and fixing sign boards made 20.00 No. 4,681.35

out 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

58 Providing and fixing hectometer as per I.R.C. type design 4.00 Each 356.50

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

59 Providing and fixing ordinary Kilometer stone of precast 2.00 Each 1,290.57

C.C. 1:2:4 including necessary reinforcement as per

I.R.C. type design in C.C. 1:4:8 including letter and

paints etc. complete (For N.H., S.H. and M.D.R.)

60 Providing and erecting a "W" metal beam crash barrier 527.00 Rmt 4,956.07

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

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

Item of work Quantity Unit Amount

61 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 208.00 Each 326.23

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic 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

DO III Dt 11.06. 1997. 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

strength of detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/- 2 mm and

height not less than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

62 Portable Barricade in Construction Zone (Installation of a 40.00 Each 3,952.13

steel portable barricade with horizontal rail 300 mm

wide, 2.5 m in length fitted on a 'A' frame made with

x 45 x 5 mm angle iron section, 1.5 m in height,

horizontal rail painted (2 coats) with yellow and white

stripes, 150 mm in width at an angle of 450, 'A' frame

painted with 2 coats of yellow paint, complete as per

IRC:SP:55-2001)

Total Of Schedule B:

In Words : Thirteen Crore Seventy Six Lakh Ten Thounsand Two Hundred Sixty Seven Rupees And Sixteen Pai

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:-An amount of Rs.2,72,728.05 (Rs. Two lakh Seventy Two Thousand Seven Hundred Twinty Eight Rupees And

Five Paise Only) towards estimated credit value of dismentaling shall be recovered from the First R.A. Bill of this work

irrespective of the quantity actually received on site.

Deputy Executive Engineer Divisional Accounts Officer Executive Engineer

Valsad (R & B) Sub Division Valsad (R & B) Valsad (R & B) Division

Valsad Valsad Valsad