ROB Bridge Works

NAME OF WORK :- CONSTRUCTION OF RAILWAY OVER BRIDGE IN LIEU OF LC-56 ( RAILWAY K.M.

45/3-4) AT GAROD ANTISAR DANADRA ROAD KM 0/00 TO 14/000 IN KHEDA DISTRICT.

Bill of Quantity

Item of work Quantity Unit Rate In figures Amount

1 Clearing and grubbing road land including

uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and 1.40 Hec.. 28,393.04

disposal of unserviceable materials (C) By

mechanical means in area of light jungle

2 Demarkation of road alingment including marking

out road line by providing and fixing wooden pegs

or steel rod of required size at every 25 M to 50 M.

& at Pier location including excavating trenches in

both sodes of 0.30 m. x 0.30m. including supplying

of labours and all materials for every work etc.

3 Excavation for foundation in sand gravel, clay, soft,

soils and murrum etc. including soring strutting and

dewatering as necessary and dis posing off the 9640.20 Cu.m. 486.77

excavated stuff as directed (A) up to 3.00 mt depth

4 Excavation in large boulders and soft rock by

welding including shoring, strutting and dewatering

as necessary and disposing of the excavated stuff 516.70 Cu.m. 682.44

5 Filling available excavated earth (excluding

rock) in trenches. plinth, sides of

foundations etc. in layers not exceeding 20 cm. in 302.90 Cu.m. 130.39

depth consolidating each disposited layer by

ramming and watering.

6 Empty boring through all sorts of strata for

providing 1.20 M dia. R.C.C. bored piles to required

depth including providing necessary casing pipe 224.00 Rmt 2,707.46

with all plants and equipment's as required

7 Empty boring through in Rock for providing

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

including providing necessary casing pipe with all 952.00 Rmt 9,116.26

plants and equipments as required complete.

8 Providing & filling in foundation with ordinary

cement concrete M 15 mix and providing necessary

vertical pin headers including formwork vibrating 1445.90 Cu.m. 3,615.80

ramming & curing complete.

9 Providing MS Steel Liner 6 mm thick for pile

including Fabricating and Setting out as per 25.40 MT 47,323.73

Detailed Drawing.

10 Providing and laying controlled cement concrete M

35 for R.C.C.bored piles of 1.20 M dia. including

ramming, vibrating and finishing excluding T.M.T 1334.40 Cu.m. 4,861.03

Reinforcement complete.

11 Static Load testing of foundation piles including

loading with necessary kentledge or any other

suitable method as directed with all arregement & 2000.00 MT 187.38

equipment reqired.

12 Dynamic Load testing of foundation piles including

loading with necessary kentledge any other

suitable method as directed with all arregement & 3.00 No. 35,767.11

equipment reqired.

13 Conducting Pile low strain integrity test as per

ASTM D 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

14 Providing and casting in-situ controlled cement

concrete M 35 For R.C.C. pile cap including

necessary formwork vibrating, curing and finishing 745.10 Cu.m. 5,060.91

15 Providing and fixing in position steel Fe 550 D bar

reinforcement For R.C.C. bored piles & Pile Cap of

steel grade FE-550 D (TMT) including cutting

,bending, hooking, tying, welding etc., complete as 413.80 M.T 81,022.67

per detailed drawing and specification.

16 Providing and casting in situ controlled cement M-

35 for R.C.C. work For Piers, Retaining wall,Pipe

culvert, Pup, Drain & Utility duct as per drawing

including centring shuttering scaffolding where

necessary laying vibrating curing and finishing

complete. exposed concrete finish and form mark

as directed by Engineer-in-charge, etc. complete as

per specification.

17 Providing and casting in situ controlled cement

concrete M 35 Mix for R.C.C. works in pier cap,

sesmic arrester & dirt wall including controlled

cement concrete M 40 bed block or pedestals of 338.50 Cu.m. 5,754.58

required drawings, centring shuttering, scaffolding

wherever necessary laying vibrating curing and

finishing complete.

18 Providing and fixing in position steel Fe 550 D bar

reinforcement For Piers, Retaining wall, Pipe

culvert, Pup, Drain & Utility duct, pier cap,,Pedestal

& seismic arrester of steel grade FE-550 D (TMT) 455.50 M.T 81,325.51

including cutting ,bending, hooking, tying, welding

etc., complete as per detailed drawing and

19 Providing and laying in position fully moulded

restrained elastomeric bearing as per detailed 967680.00 Cu.cm 0.90

20 Providing and laying cast in situ controlled

Cement Concrete M-45 for prestressed concrete

work in Super structure including centering,

shuttering, curing, scaffolding, ramming, vibrating, 1605.80 Cu.m 7,568.63

finishing, launching or shifting complete.(I) Solid

Slab.(II) Deck Slab.(III) Main Girders.(IV)

Diaphragm or cross girder.

21 Providing and placing in position FE 550D TMT 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

22 Providing and fixing in position to exact profile high

tensile steel wires of required ultimate strength

including bending, cutting, tying providing

necessary standard and anchorages, sheathing, 71.90 M.T 72,402.66

stressing, grouting, ducts as per detailed drawing

including necessary plant and machinery complete.

23 Providing and casting in situ controlled cement

concrete M 40 having thickness as per drawing.

wearing coat laid as directed including tamping 273.90 Cu.m 5,547.22

vibrating finishing curing and filling in joints with

bitumen complete.

24 Providing PVC. 100 mm. diameter water spouts

including necessary iron gratings as per drawings. 152.00 Each 159.37

25 Modular Strip / Box Seal Joint (Providing and laying

of a modular strip Box steel expansion joint

including anchorage catering to a horizontal

movement beyond 70 mm and upto 140mm,

complete as per approved drawings and standard 78.00 Rmt 2,057.37

specifications to be installed by the

manufacturer/supplier or their authorised

representative ensuring compliance to the

manufacturer's instructions for installation.)

26 Reinforced Cement Concrete Crash Barrier

(Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to

bridge structures and medians, constructed with M-

40 grade concrete with Fe- 550D TMT

reinforcement conforming to IRC:21 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).

27 Providing and Laying only with Knitted and PVC

coated Polyester Uniaxial Geogrid-Techgrid

indegeniously manufactured from selected high

tenacity polyester yarn with high molecular weight

(> 25000 g/mol), and low carboxyl end group

(<30mmol/kg) for Reinforced soil wall with granular

fill of PHi-30 degree (design is to be carried out in

accordance with BS-8006 / FHWA) with concrete

Panel (M35) as facia, casting & erection of panels

with Techgrid, providing & laying of levelling pad of

M15, providing and laying coping beam (M25),

providing and laying drainage composite TDC-

55130 etc. completed as per the necessary drawing

and instruction of Engineer In Charge. Excluding

providing, laying and compacting selected backfill

and retained fill behind the wall, excavation and

ground improvement, if any.

28 Providing reinforced Earth fill / Sand in approach

portion of RE/Retaining as per MORTH section

3100 and IRC:SP:102 or latest Revision including

laying as per specifications , compaction to achieve

desired field density in 250 mm thick loose layers

(MORTH specification Cl. by mechanical means

using motor grader including 305.3.5), dressing and 9283.80 Cu.m. 542.57

watering upto required OMC including rolling with

the use of vibratory roller when fill is at suitable

moisture content with desired field density all as

per the approved design ,drawing, specification and

directed by the Engineer.

29 Providing, laying and jointing in true line and level

110 diametre U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end

socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm 1654.90 Rmt 835.15

diametre x 149 mm length x 145 mm height at

every 2000 mm center to center or shall be

concealed in walls as directed including necessary

fittings such as bends, shoes etc. including testing

of pipes and joints and jointed with adhesive

solvent cement including cost of all materials.

30 Reinforced Cement Concrete Crash Barrier

(Provision of an Reinforced cement concrete crash

barrier with friction slab at the edges of the road,

approaches to bridge structures and medians,

constructed with M-40 grade concrete with Fe-

550D reinforcement conforming to IRC:21

expansion joints filled with pre-moulded asphalt

filler board, keyed to the structure on which it is 704.10 Rmt 38,851.67

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

with friction slab as per drawing attached.

31 Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the 7769.10 Cu.m. 104.20

road side slope as directed.

32 Earth work for embankment including breaking

clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in

layers at O.MC. to required dry density including 3596.80 Cu.m. 225.23

filling the depressing which occur during the

process using vibratory roller 8.T. to 10 T

33 Construction of 200 mm thick compacted coarsed

granular subbase (Grade-I crushed B.T materials of

@ 45% ,Below 2.36 mm @ 20 %) by providing

close graded material , mixing in a mechanical mix

plant at OMC,carriage of a mix material to work 2116.40 Cu.m. 1,114.03

site, spreading uniform layers with motor grader on

prepared surface and compacting with vibratory

power roller to achieve desire density , complete

34 Providing and laying wet mix base course macadam

250 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 1169.20 Cu.m. 1,227.86

mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and

equipment etc. complete.

35 Providing and laying 90mm thk. DBM in single layer

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 40 kg/MT)by total weight of mix hot laid

process using hot mix plant including heating and

mixing asphalt & materials by hot mix process 968.10 M.T. 2,819.01

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.

36 Providing and laying 40 mm thk. Bitumen concrete

using 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 449.00 M.T 3,335.63

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.

37 Providing and applying priming coat with emulsion

SS1 grade at the rate of 7.50 kg/ 10 Sq.mt.

including cost of asphalt and preparing the surface 4676.60 Sq.m. 58.68

heating, and applying etc. complete.

38 Construction of dry lean cement concrete Sub- base

over a prepared sub-grade or drainage layer with

coarse and fine aggregate conforming to IS:

the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per

table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be 639.20 Cu.m 2,179.03

determinedduring trial length construction, concrete

strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site, laid

with a paver finisher with electronic sensor,

compacting with 8- 10 tonnes vibratory roller,

finishing and curing as per clause 601 of

specification complete in all respect.

39 Construction of un-reinforced, dowel jointed, plain

cement concrete pavement with M-40 grade

concrete over a prepared sub base with cement

coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding

25 mm, mixed ina batching and mixing plant as per

approved mix design, transported to site, laid with

electronic sensor slip form paver, spread,

compacted and finished in a continuous operation

including provision of contraction,32 mm mild steel

dowel bars of grade S 240,12 mm deformed steel

tie bars of grade S 415,Separation Membrane of

impermeable plastic sheeting 125 micron thick

(including 5% Overlap),Plastic sheath,1.25 mm

thick for dowel bars, expansion, construction and

longitudinal joints, joint filler, separation

membrane,sealant primer,joint sealant, debonding

strip,admixtures as approved,curing compound,

finishing to lines and grades & including rubber

sheet as per drawing asper IRC 15

40 Road marking with hot applied thermo plastic

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5mm thick including

reflectorising glass beads @ 250gm/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 streaks

and holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The white color marking 351.70 Sq.m. 367.72

should provide liminance coefficent on cement road

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

be min 100 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.

41 Regulatory/ Mandatory Sign :-Providing and fixing sign

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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-

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

stand post of Iron Angle 75 x75 x 6mm / 65NB Ci rcular

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 for each board shall be as per t 5.00 No. 3,540.12

he 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 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 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from thi rd party test lab

for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

42 Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet 4mm

ACP (Aluminum composite Panel); size 80 x

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

High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956

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

stand post of Iron Angle 75 x 75 x 6mm / 65 NB

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm;

painted with best quality epoxy coatings in black

and white bends. The details of symbol for each

boa rd 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 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. (B) Class-B Type-4 Retro Reflective

43 Providing and fixing Cautionary Sign Board made out of

2mm aluminium sheet/ 4 mm ACP (aluminium

composite panel), size 90 x 90 x 90 cms equilateral

triangle, as per the design of IRC-67-2012. Pre treated

with phosphating process and acid etching coated with

one coat of epoxy primer and two coats of best quality

epoxy paint, refloctrorized with high intensity prismatic

grade retro reflective sheeting of type-4 as per ASTM D-

4956 and as per the latest M.O.S.T. specification,

Mt. long stand post and frame fabricated from suitable

size iron angle of 75 x 75 x 6mm / 65 NB circular MS

pipe as required and frame fabricated from suitable size

iron angle & 35 x 35 x 3mm; painted with best quality

epoxy coating in black and white bends. The details of 5.00 No. 3,906.19

symbol for each board shall be as per the instruction 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

years for the retro reflective sheeting from original

manufacturer and certified copy of three years outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor.(B)

Class-B type-4 retro reflective sheeting.

44 Chevron sign :-Providing and fixing sign boards made

out of l .Smm aluminium sheet /3mm ACP (Aluminum

composite Panel); size 60x50cm 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 High rntensity Prismatic Grade retro

refiectivesheeting of Type.-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3".3 mtr long stand post

of Iron Angle 75 x 75 x 6mm I 6SNB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of35x35x3mm; painted wtth bestquality epoxy

coatings in black and white bends. the details of symbol 15.00 No. 3,711.75

or inscription I 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 1 years for the Retro reflective sheeting from

original manufacturer & a certifted copy of 3 yt!ar

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (A) Class·B Type-4 retro reflective sheeting.

45 STOP Sign :-Providing and fixing sign boards made out

of 2mm aluminium sheet I 4mm ACP (Aluminium

composite Panel); size 90 ems. Octagonal as per design

of IRC-67-2012. Pre-treated with phosphating process &

acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised with

High Intensity Prismatic Grade retro reflective sheeting

of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.6mtr long stand post of Iron Angle

x 75 x 6mm /GSNB Circu lar MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

x 3mm; painted with best quality epoxy coatings in

black and white bends. The details of symbol for each 1.00 No 6,704.36

board shall be as per the instruction 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 7 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. (B) Class-B Type-4 Retro

Reflective sheeting.

46 Hazard Marker Sign :-Providing and fixing sign boards

made out of l.5mm aluminium sheet / 3mm 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 refiective sheeting 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 35 x 3mm; painted with best quality

epoxy coatings in black and white bends. The details of 2.00 No. 3,518.69

symbol for each board shall be as per the instruction 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

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-B Type-4 Retro Reflective sheeting

47 Providing & fixing ordinary Kilometre stone of

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C. 1.00 Each 1,290.57

1:4:8 including letter & paints etc. complete (For

48 Providing and fixing marble slab including

engraving and painting complete.

49 Cat Eye/ Road Stud / RPM: Supplying Raised

Pavement 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 13635 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.

1997. 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

50 Providing and casting in situ controlled cement

concrete concrete M-35 for approach slab

including formwork curing and finishing 30.30 Cu.m. 5,326.03

51 Providing and fixing in position FE 550D TMT bar

reinforement including cutting, bending and tying

complete as per detailed drawings.(A) R.C.C. 36.50 MT 80,710.48

Approch slab.(B) Wearing Coat.

52 Providing and casting in situ controlled cement

concrete M-30 for Kerb/ kerb blocks including

formwork curing and finishing, complete. 75.60 Cum 4,973.04

53 Dismentaling the existing structure including

removing and stacking the dismentelled materials

as and where directed. (A) R.C.C. work 109.90 Cum 886.05

54 Applying two coats of Birla or Asian acrylic lapy (

putty) & two coats of primer of approved brand

and manufacture on new wall surface to give an

even shade including thoroughly brushing the

surface free from mortar dropping and other

foreign matter and sand papered smooth including

finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an

required shape even shade after thoroughly

brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete

55 Portable Barricade in Construction Zone

(Installation of a steel portable barricade with

horizontal rail 300 mm wide, 2.5 m in length fitted

on a 'A' frame made with 45 x 45 x 5 mm angle

iron section, 2.0 m in height, horizontal rail

painted (2 coats) with yellow and white stripes,

150 mm in width at an angle of 450, 'A' frame 813.00 Each 3,035.05

painted with 2 coats of yellow paint, complete as

per IRC:SP:55-2001 ) including Blinkers,Retro

reflective film/sticker. All material of barricading

which is use while working will be property of

contractor after completion of entire work.

56 Providing and laying of Extruded Bioaxial

Polypropylene Geogrid 30 KN as per clause no

3102.8 and approval design and specification with

accesories like tie strips,nuts & bolts and loops/lugs 840.00 Sqm 249.47

for joining reinforcing elements with the facia

,pannels and overlaps and other protective

elements as per detailed specification.

57 Providing and laying Double Walled corrugated

Pipes (DWC) of Polyethylene (conforming to

IS:14930-II) of 50mm O.D. / 38mm I.D. with

fittings and necessary connecting accessories of 1918.30 Rmt 146.45

same material at required depth for laying cable

below footpath slab etc. complete as per

specification and as directed by Engineer.

58 Providing and laying - Fitter Media 600mm thick

directed at the back of abutments, returns and 71.00 Sqm 1,180.34

wing walls as per detailed specifications.

59 Providing & laying weep hole in Aburtments, and

returns by using PVC pipe of 100mm including

laying in proper grede and jointing the completed 94.00 Each 45.81

as per detailed specification.

60 Providing fusion bonded Epoxy coating not less

than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM- 365.00 MT 10,162.62

775 M including testing of coating at plant and all

taxes (A) 10mm to 16mm dia bar

61 Providing fusion bonded Epoxy coating not less

than 175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM- 850.00 MT 7,296.24

775 M including testing of coating at plant and all

taxes (B) 20mm to 32 mm dia bar

62 Supplying, Fabricating and fixing access ladders,

inspection platforms, Trolley refuges etc., on

bridges with structural steel conforming to IS:2062

including welding / bolting, priming painting with

one coat of ready mixed paint of Zinc Chromate 45.00 MT 93,933.30

(IS:104) with DFT of 25-30 microns followed by

one coat of Zinc Chrome Red Oxide (IS:2074) with

DFT of 25 microns with all material, labour, T&P as

a complete job.

63 Providing and Casting in situ controlled Cement

Concrete M-35 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

64 Providing and casting in situ controlled cement

concrete M 40 Mix for R.C.C. works in pier

cap/Abutment cap including controlled cement

concrete M 40 bed block or pedestals of required 338.10 Cu.m. 5,833.86

drawings, centring shuttering, scaffolding wherever

necessary laying vibrating curing and finishing

65 Providing and casting in situ controlled cement M

45 for R.C.C. work in superstructure including

centring shuttering scaffolding, ramming, vibrating 211.80 Cu.m 6,058.79

curing and finishing complete For Deck Slab.

66 Supply & Fabrication of Bow String steel girder

spans including its components (Stiffeners,

Bracings, Splices, Studs etc.) as per the approved

drawings for composite construction of

superstructure of the Road Over Bridge with

contractor’s own Steel confirming to IS: 2062 Grade

E350(B0) with all welds, HSFG Bolts, nuts bolts,

rivets etc. with contractor’s own materials,

fabrication, machinery, templates, fixtures,

equipments tools and plants transportation,

skilled/unskilled labour, excise duty., Octroi, sales

tax and other taxes, all leads lifts, descent, loading,

unloading, crossing one or more Railway track if

required etc. complete and as per technical

specifications. The rate is inclusive of transportation

of fabricated girder parts to site by contractor’s

own means at his cost. The rate shall also be

inclusive of cold straightening of deformed and

bent girder parts before their assembly. Work has

to be done as per drawings and specifications

approved by Railway.

67 Supplying and fixing HSFG bolts of any dia and any

length with suitable nuts including DTI washers

conforming to IRS-B1-2001 for bridges and

steel structures with contractors labour, tools

and plants and lead and lift etc., complete.

68 Metalizing of steel work of girders with sprayed

aluminium after surface preparation by Sand/grit

blasting, followed by one coat of etch primer

(IS:5666) & one coat of Zinc Chrome primer

(IS:104) and two coats of aluminium paint

(IS:2339) with all labour, T&P and material as a

complete job duly conforming to all relevant Per

specifications and process given under Clause 39 of Sq.m.

Note: Nominal Thickness of Aluminium coating shall

be 150 microns. DFT of Zinc chrome primer shall

be 25-30 microns and DFT of each coat of

Aluminium paint shall be 12-14 microns.

69 Supplying, Fabricating and fixing access ladders,

inspection platforms, Trolley refuges etc., on

bridges with structural steel conforming to IS:2062

including welding / bolting, priming painting with

one coat of ready mixed paint of Zinc Chromate 72.00 MT 93,933.30

(IS:104) with DFT of 25-30 microns followed by

one coat of Zinc Chrome Red Oxide (IS:2074) with

DFT of 25 microns with all material, labour, T&P as

a complete job.

70 Supplying, fitting and fixing in position true to line

and level POT-PTFE bearing consisting of a metal

piston supported by a disc or unreinforced

elastomer confined within a metal cylinder, sealing

rings, dust seals, PTFE surface sliding against

stainless steel mating surface, completre assembly

to be of cast steel/fabricated structural steel, metal 2250.00 MT 58.93

and elastomer elements to be as per IRC: 83 part-I

& II respectively and other parts conforming to BS:

5400, section 9.1 & 9.2 and clause 2006 of MoRTH

Specifications complete asper drawing and

approved technical specifications.

71 Carrying out load test of super structure as

directed including all necessary materials plant

equipement, instruments, labour and arrangements 1500.00 MT 169.92

for test directed.

72 Providing and laying chequered precast cement

concrete 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 87.20 Sqm 528.01

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.

73 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

x 5 mm spaced 2 m centre to centre, 1.8 m high,

1.1 m below ground/road level, all steel parts and 59.00 Rmt 4,180.39

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,

mm long complete as per clause 811)

Total Of Schedule B:

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.

Deputy Executive Engineer Executive Engineer

Kapadvanj (R & B) Sub Division Kheda (R & B) Division

Kapadvanj Nadiad

Signature of Bidder: