Major Bridge Works

NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE OVER SHEDHI RIVER ON MAHEMDAVAD - NADIAD

ROAD (SH-03) AT CH. 40/350 TO 41/450,DISTRICT.KHEDA.

Bill of Quantity

Item of work Quantity Unit Rate In figures Amount

Dismentaling the existing structure including

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C. work

Diversion of watercourse / providing cofferdam

and bund or island as may be necessary for

2 foundation and maintaining the same for the 10.00 Each 340269.00

period as may be necessary.

Demarkation of road alingment including

marking out road line by providing and fixing

wooden pegs or steel rod of required size at

3 every 25 M to 50 M. including excavating 0.90 Km. 2706.50

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

including supplying of labours and all materials

for every work etc. complete.

Providing flood gauge marks on substructure as

4 per design including painting complete. 39.00 Rmt 159.08

Providing masonry steps with cement pointing

5 on approaches as directed . 31.00 No. 219.52

Filling behind abutment and between returnwall

shall be selected soil 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

6 subgrade in layers at O.M.C. to required dry 20297.50 Cum 538.85

density including filling the depressing which

occur during the process using Vibratory roller

8T to 10T. (E) From Borrow area With all lead &

Filling available excavated earth/wethered

rock in trenches,sides of foundations etc. in

7 layers not exceeding 20 cm in depth 1208.00 Cum 130.39

consolidating each disposited layer by ramming

Excavation for foundation in sand , gravel , clay

soft soils & murrum etc. including sorting and

8 strutting and dewatering as necessary and

disposing of excavated stuff as directed.

(A) Depth upto 3.0 M. 15261.00 Cum 486.77

(B) Depth from 3.0 m to 6.0 m 80.00 Cum 571.08

Empty boring through all Sorts of strata

including Rock for providing 1.20 MT dia. R.C.C.

9 bored piles to required depth including providing 2000.00 Rmt 2707.46

necessary casing pipe with all plants and

equipment's as required complete.

Providing 6mm thick steel liner for piles

10 including fabricating and setting out as per detail 81.00 MT 47323.73

drawing as directed.

Item of work Quantity Unit Rate In figures Amount

Providing and laying controlled cement concrete

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

11 including ramming, vibrating and finishing 2205.00 Cum 4884.78

excluding T.M.T Reinforcement complete.

Providing and fixing in position Fe 550D TMT for

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

12 including cutting, bending hooking tying and 497.00 MT 81022.67

welding complete and including forming the

cage and lowering it in position.

Initial load test for pile in accordance with IS

2911 including installation of loading platform &

preparation of pile head or construction of test

cap & dismantaling of test cap after test etc.

13 with all labour,material,tool & plants, 2000.00 MT 187.38

equipment,machinery, etc. complete as per

drawing & specification as directed by the

Routine load test pile in accordance with IS

2911 including installation of loading platform &

preparation of pile head or construction of test

cap & dismantaling of test cap after test etc.

14 with all labour,material,tool & plants, 3.00 Nos 35767.11

equipment,machinery, etc. complete as per

drawing & specification as directed by the

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

15 preparation, lead and lifts etc. complete as per 76.00 Nos 1212

standard procedure, and as directed by the

Engineer in charge. Note:- Rate is inclusive All

equipment, All labour and consumable required

& Mobilization of equipment

Providing & filling in foundation as base course

with ordinary cement concrete of M 15 mix and

16 providing necessary vertical pin headers 3852.00 Cum 3615.8

including formwork vibrating ramming & curing

Providing and casting in-situ controlled cement

concrete of M 35 For R.C.C. work for footing &

piles cap including necessary form work

vibrating, curing and finishing complete.

Providing and fixing in position of steel grade FE-

550D (TMT) for R.C.C. Pile Cap, Pier

Abutments,Abutment Cap, Pier Cap, Seismic

18 Arrester, Pedestal, Retaining wall Including 679.20 MT 81325.81

cutting hooking, tying, welding etc., complete as

per detailed drawing and specification.

Providing and casting in situ controlled cement

with of M35 for R.C.C. work in piers, abutment

and return wall , retaining wall as per drawing

including centering shuttering scaffolding where

necessary laying vibrating curing and finishing

Item of work Quantity Unit Rate In figures Amount

(A) Height from 0.0 M to 5.0 M 3467.00 Cum 5359.06

(B) Height from 5.0 M to 10.0 M 46.00 Cum 5672.16

Providing and Fixing in position Tar paper as

bearing as per detailed drawings. 179.10 Sqm 657

Providing and casting in situ controlled cement

concrete of M 35 Mix for R.C.C. works in pier

cap abutment cap and dirt wall including

21 controlled cement concrete M 40 bed block or 266.00 Cum 5754.98

pedestals of required drawings, centering

shuttering, scaffolding wherever necessary

laying vibrating curing and finishing complete.

Providing and casting in situ controlled cement

concrete M-35 for R.C.C. solid slab including

centering, scaffolding, curing and finishing 1624.00 Cum 5502.34

Providing and placing in position FE 550D TMT

bar reinforcement including cutting, bending,

23 hooking, and tying complete as per detailed 324.80 MT 80711.32

drawing.(A) Solid Slab.

Providing and fixing Helical pipes in voided

Providing and casting in situ controlled cement

concrete of M 40 for average 100 mm thick

25 wearing coat laid as directed including tamping 200.00 Cum 5547.93

vibrating finishing curing and filling in joints with

bitumen complete.

Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground

level, fixed on ISMC series channel vertical post,

150 x 75 x 5 mm spaced 2 m centre to centre,

1.8 m high, 1.1 m below ground/road level, all

26 steel parts and fitments to be galvanised by hot 1118.00 Rmt 4834.87

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

Providing RCC Railing of controlled cement

concrete M-35 as per detailed drawings with

27 necessary reainforcement including, shuttering, 200.00 Rmt 1403.9

laying vibrating and finishing to line and level

complete.(ii) Cast in situ.

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- 300.00 Sqm 528.01

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.

Providing G.I. 100 mm. diameter water spouts

29 including necessary iron gratings as per 40.00 Each 536.03

Providing and fixing marble slab including

30 engraving and painting complete. 2.00 Each 1012.65

(A) size 75 cm x 60 cm x 40 cm

Item of work Quantity Unit Rate In figures Amount

Providing and casting in situ controlled cement

concrete of M 35 for approach slab including

form work curing and finishing complete. 89.00 Cum 5326.74

Providing and fixing in position FE 550D TMT 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 Coat.

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

33 and standard specifications to be installed by the 154.00 Rmt 2057.37

manufacturer/supplier or their authorised

representative ensuring compliance to the

manufacturer's instructions for installation.

Providing & laying weep hole in Abutments, and

returns by using A.C. pipe of 100mm including

34 laying in proper grade and jointing the 4926.00 Each 45.81

completed as per detailed specification.

Providing and laying - Fitter Media 600mm thick

directed at the back of abutments, returns and

wing walls as per detailed specifications.

Providing and laying Pitching on slopes laid over

prepared filter media including boulder apron

36 laid dry in front of toe of embankment complete 180.00 Cum 1051.41

as per drawing and Technical specifications

Providing and laying Filter material underneath

37 pitching in slopes complete as per drawing and 90.00 Cum 877.69

Technical specification

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 for joining reinforcing elements with

the facia ,pannels and overlaps and other

protective elements as per detailed specification.

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-775 M including testing of coating at

plant and all taxes (A) 10mm to 16mm dia bar

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-775 M including testing of coating at

plant and all taxes (B) 20mm to 32 mm dia bar

Carrying out load test of super structure as

directed including all necessary materials plant

41 equipement, instruments, labour and 450.00 MT 169.92

arrangements for test directed.

Item of work Quantity Unit Rate In figures Amount

Providing and laying rubble for apron (each

stone weighing not less than 40 Kg.) including

42 hand packing and filling in the interstices with 702.00 Cum 1041.05

Clearing and grubbing road land including

uprooting rank vegetation , grass , bushes

shrubs , saplings and trees of girth upto 300 mm

43 removal of stumps of trees cut earlier and 2.50 Hect. 28393.04

disposal of unserviceable materials (I) By

Mechanical means in area of light jungle.

Box cutting the road surface to proper slope

and camber for making a base for road work

44 including removing the excavated stuff and 11228.00 Cum 104.2

depositing on the road side slope as directed

upto 50Mt.lead.

Earthwork 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

45 including filling the depressing which occur 20521.00 cum 370.67

during the process using Vibratory roller 8T to

10T. (E) From Borrow area With all lead & lift.

Construction of compacted coarsed granular

subbase 200 mm thick (Grade-I crushed B.T

materials of 53 mm to 26.5 mm @ 35 %,26.5

mm to 4.75 mm @ 45% ,Below 2.36 mm @

%) by providing close graded material , mixing

46 in a mechanical mix plant at OMC,carriage of a 5721.20 Cum 1496.82

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

Construction of 150/200 mm thick compacted

coarsed 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 9.5 mm @ 50 %,

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

@ 30 % ) including spreading in uniform layer 4477.90 Cum 1637.21

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. complete.

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

48 conveying the mix to site and spreading to 5866.50 Cum 1746.29

grade and camber with mechanical paver

consolidation by vibratory roller including

material, labour, plant and machinery and

equipment etc. complete.

Item of work Quantity Unit Rate In figures Amount

Providing and laying 50 mm thick compacted

B.M.with 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-40) for mixing

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

including heating the aggregate and asphalt by 2581.30 MT 3131

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.

Providing and Laying 25 mm thick Semi Dense

Bituminous Carpet with B.T. aggregate as per

M.O.R.T. & H. gradation and specification with

on B.T. Surface of grade ( VG-40 ) for mixing @

50.00 Kg/M.T. i.e. 5.0% by weight of total mix

including heating & mixing the aggregate and

asphalt by continuous batching of drum mix

50 plant and spreading the same by paver finisher 1349.30 MT 3850.12

and consolidation with power roller, including

providing all materials equipments, tools and

plants, oil, kerosene, firewood, labour charges

etc. complete using contractor's own

machineries drum mix plant and paver finisher

Providing and applying priming coat with

emulsion SS1 grade at the rate of 7.50 kg/

51 Sq.mt. including cost of asphalt and preparing 28079.70 Sqm 61.01

the surface heating and applying etc. complete.

Road marking with hot applied thermo plastic

paints with 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

52 color marking should provide liminance 1054.00 Sqm 367.73

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

Item of work Quantity Unit Rate In figures Amount

Cautionary Warning Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90 x 90 x

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

Hazard Marker Sign :-Providing and fixing sign boards

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 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

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 Rate In figures Amount

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 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

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

Chevron sign :-Providing and fixing sign boards made

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; 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 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

Item of work Quantity Unit Rate In figures Amount

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 80 x 60 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;

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

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

Diversion Ahead Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 180x60 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; 3.1 mtr long

stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm /

50NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

58 3mm; painted with bestquality epoxy coatings in black 4.00 Nos 10671.66

and white bends. The details of 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 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 third party

test lab for the product offered shall be submitted by

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

Providing and fixing hectometer as per I.R.C.

type design including painting lettering etc. 6.00 No 356.50

complete fixing in C.C. 1:5:10.

Item of work Quantity Unit Rate In figures Amount

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.

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

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

61 stripes, 150 mm in width at an angle of 450, 'A' 244.00 Each 3035.05

frame 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

Supply and Apply Rumbble Strips Road marking

with hot 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 149.00 Sqm 1772.55

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

Blinkers : Providing & fixing solar power road

traffic flasher/blinker ( 24 hour operations)

having 300 mm round light source, cluster of

high intensity ultra bright LED visibility greater

than 500mtr red or amber or as required.

Flashing duty cycle 50% operation for 24 hours

63 located 3.0mtr above thr ground level on post of 3.00 Each 9014.25

80NB MS Post,design in line with IS 7537-1974

specification of road traffic signals Solar model

12 V, 20WP/124 , 40W,Battery 12 V 60Ah/12 V

110 AH. Operating temparature 0 to 50 C,

Humidity 93% EH (NC) complete with

Item of work Quantity Unit Rate In figures Amount

Supplying of solar road stud (Solar k tie)

construction aluminium alloy steel 100 dc water

proof design conform to IP67 Dimension

mm x 128mm x 82mm + 1mm height of shank

+ 54mm +0.5 mm diameter of shank 42.5 mm

+ 0.5 mm plastic unbreakable, scratch, resistant

poly carbonate for maintenance free operation

solar panel high efficiency mono-crystalline

3v/50 mAh Battery XTSRS.01. XTSRS.02. Super

capacitor 2.7 v/22 of Six super bright LED with

18000 mod view distance up to 800 meters flash

rate 1H2 according to customers requirement

resist compression can take the load of 25 tons

vehicle color red and yellow working time 80 to

100 hours continuously after the battery is fully

charged and complete fixing will be drilling holes

on the road for the shank to go inside with out

nails and using epoxy resin based adhesive per

manufactures recommendation and complete as

directed by the Engineer.

Flexible Median Marker : Providing and Fixing of

Flexible Median Marker that are made of tough, high

impact resistant, injectionmolded, thermoplastic body

with property of flexibility to provide high durability.

The dimension of Flexible Median Marker should not

exceed 18.4 cm in height(including shank height),12.5

Cm in width. ,0.65 cm in thickness and shank depth

shall be 3.4 cm The body structure shall be rounded at

all its corners and edges. The plastic used for molding

the Flexible Median Marker should survive impact load

of 5kg continuously for 750 times at room

temperature. The logo of the manufacturer shall be

embossed on either side of the body in the injection

65 molding process. The Median Marker shall have flame 358.00 Each 271.69

like shaped body with, fluorescent yellow color

retroreflective sheeting of size not less than 90 Cm

square, with fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC

2012 and ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflective sheeting shall be

one or both sides of the Flexible Median Marker and

shall be edge protected with no exposed edges which

will prevent edge lifting, vandalism, sheeting damage,

etc. The Flexible Median Marker shall be fixed by a

combination of epoxy adhesive and grouting as

recommended by manufacturer and Engineer in

Road Delineators (Supplying and installation of

delineators (road way indicators, hazard

markers, object markers), 80-100 cm high above

ground level, painted black and white in 15 cm

66 wide stripes, fitted with 80 x 100 mm 4.00 Each 1046.36

rectangular or 75 mm dia circular reflectorised

panels at the top, buried or pressed into the

ground and confirming toIRC-79 and the

Supplying & Fixing Jumbo Bollard sing L- Type

made out of 1.5 MM Thick C.R.C. Sheet height

155 cms. Bottom diameter 30 cms. Top

diameter 18 cms fabricated as per attacged

67 drawing, pretreated with phospheting process 2.00 Each 4999.5

painted with epoxy coatings, Reflectorised with

sheeting specified by M.O.S.T. Latest

Specification.( Engineer Grade. )

Item of work Quantity Unit Rate In figures Amount

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

68 M200 grade concret as per approved design and 2160.00 Rmt 384.97

including excavation for fixing in proper line and

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

sand) etc complete.

Providing and fixing guard stone as per I.R.C.

69 type design including white washing etc. 342.00 Nos 349.11

complete.(ii) Fixing in C.C. 1:5:10

Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M.

70 1:2 watering and laying (To level of slops of I.S. 75.00 Rmt 6595.9

458 / 1971 Class NP4 of following internal

diameter. (vi) 1200 mm dia.

Providing and casting PCC Wall with ordinary

cement concrete M 25 mix and providing

71 necessary vertical pin headers including 3905.00 Cum 4091.51

formwork vibrating ramming & curing complete.

Supplying and fixing reinforced concrete heavy

duty non-pressure pipes with collars for culverts

including setting and joining the pipes in C.M.

72 1:2 watering and laying (To level of slops of I.S. 735.00 Rmt 13343.08

458 / 1971 Class NP4 of following internal

diameter. (x) 1800 mm dia.

Sand bag for protection of slope including

Material & Labour.

Close Graded Premix Surfacing/Mixed Seal

Surfacing (Mechanical means using HMP of

appropriate capacity not less than

tonnes/hour. Providing, laying and rolling of

close-graded premix surfacing material of

mm thickness composed of 11.2 mm to

74 mm (Type-a) aggregates using penetration 222.00 MT 3887.49

grade bitumen to the required line, grade and

level to serve as wearing course on a previously

prepared base, including mixing in a suitable

plant, laying and rolling with a Smooth wheeled

roller 8-10 tonne capacity, and finishing to

required level and grade. )

Total Of Schedule B:

Thirty Three crore Sixteen lakhs Seventy Seven Thousand Five Hundred Fouty One & Rupees Ninteen

I/We am/are willing to carry out the work at …% above/below percent (Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

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.

Item of work Quantity Unit Rate In figures Amount

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

Note 5:-An amount of Rs. 3,85,61,343.10 ( Rs. Three Crore Eighty FIve Lakhs SIxty One Thousand Three Hundred Forty Three and paise

ten Only) towards estimated credit value of dismentaling shall be recovered from the 1 ST R.A. Bill of this work irrespective of the

quantity actually received on site.

Deputy Executive Engineer Divisional Account Executive Engineer

Nadiad (R&B) Sub Division Nadiad (R & B) Division Nadiad (R & B) Division

Nadiad Nadiad Nadiad