ONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S 23/800 TO 24/000) (SH).

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

BILL OF QUANTITIES

Item Description of Item (with brief specification and

Quantities Unit Rate in Rs. Amount

No. reference to book of specifications)

1 Diversion of watercourse / providing cofferdam and bund or 21.00 Each 248348.90

island as may be necessary for foundation and maintaining the

same for the period as may be necessary. (For CH-8/0 TO 8/2

2 Diversion of watercourse / providing cofferdam and bund or 8.00 Each 242137.40

island as may be necessary for foundation and maintaining the

same for the period as may be necessary. (For CH-23/800 TO

3 Demarkation of road alingment including marking out road line 1.69 Km. 2706.50

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.

4 Providing flood gauge marks on substructure as per design 79.00 Rmt. 159.08

including painting complete.

5 Providing masonry steps with cement pointing on approaches 246.00 Steps 224.30

6 Providing and filling sand inside abutment and between returns 1837.00 Cu.m. 480.41

in layers as directed.

7 Filling available excavated earth/wethered rock in 6455.40 Cu.m. 130.39

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

8 Excavation for foundation in sand , gravel , clay soft soils & 5793.60 Cu.m. 501.09

murrum etc. Including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.(A)

Depth upto 3.0 M.

9 Excavation in large boulders and soft rock by welding including 2057.00 Cu.m. 701.53

shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

10 Excavation for foundations in hard rock by dry-wet blasting and 5027.10 Cu.m. 1640.07

chiseling including dewatering, preparing foundation base by

proper benching and stepping, deposing the excavated stuff as

directed. (B) prohibited Blasting work.

11 Providing & filling in foundation as base course with ordinary 5780.10 Cu.m. 3610.75

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

12 Providing and casting in-situ controlled cement concrete of M 3308.40 Cu.m. 5106.56

35 For R.C.C. work for footing including necessary form work

vibrating, curing and finishing complete.

13 Providing and fixing in position of steel grade CRS FE 550 D For 1137.40 MT. 71396.65

R.C.C. work for RCC Raft & Retaining wall For

pier,Abutments,Aburment cap , pier cap , sesmic arrester

Pedestal.Inspection Platform Including cutting hooking, tying,

welding etc., complete as per detailed drawing and

14 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 2752.40 Cu.m. 5408.55

(B) Height from 5.0 M to 10.0 M 662.00 Cu.m. 5725.69

15 Providing and fixingin position fully moulded restrained 5160960.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

16 Providing and casting in situ controlled cement concrete of M 1408.60 Cu.m. 5805.48

35 Mix for R.C.C. works in pier cap abutment cap and dirt wall

including controlled cement concrete M 40 bed block or

pedestals of required drawings, centering shuttering,

scaffolding wherever necessary laying vibrating curing and

finishing complete.

17 Providing and casting in situ controlled cement concrete M-35 594.90 Cu.m. 5547.93

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete.

18 Providing and casting in situ controlled cement concrete M-35 3153.30 Cu.m. 5977.18

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

19 Providing and placing in position CRS FE 550D TMT bar 594.80 MT 72252.43

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

20 Providing and casting in situ controlled cement concrete of M 611.30 Cu.m. 5597.42

40 for average 100 mm. thick wearing coat laid as directed

including tamping vibrating finishing curing and filling in joints

with bitumen complete.

21 Provision of an Reinforced cement concrete crash barrier at the 1174.00 Rmt. 7258.87

edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with CRS Fe-

550D with reinforcement conforming to IRC:21 and dowel bars

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

moulded asphalt filler board, keyed to the structure on which it

is built and installed as per design given in the enclosure to

MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June

1994 as per dimensions in the approved drawing and at

locations directed by the Engineer, all as specified as per

drawing attached.

22 Providing G.I. 100 mm. diameter water spouts including 294.00 Each 536.03

necessary iron gratings as per drawings.

23 Providing and fixing marble slab including engraving and 3.00 Each 1012.65

painting complete.(A) size 75 cm x 60 cm x 4 cm

24 Providing and casting in situ controlled cement concrete of M 120.00 cum 5376.23

35 for approach slab including form work curing and finishing

25 Providing and fixing in position FE 550D TMT bar reinforement 91.50 MT 70780.98

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.

26 Providing and laying of a modular strip Box steel expansion 244.00 RMT 2057.37

joint including anchorage catering to a horizontal movement

beyond 70 mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by the

manufacturer/supplier or their authorised representative

ensuring compliance to the manufacturer's instructions for

27 Providing and laying Filter Media 600mm Thick directed at the 2827.00 Sq.m. 1248.74

back of Abutment, return and wing walls as per detailed

28 Providing & laying weep hole in Abutments, and returns by 1987.00 Each 84.95

using P.V.C. pipe of 100mm including laying in proper grade

and jointing the completed as per detailed specification.

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

29 Providing and fixing mild steel dowel bars of minimum 32mm 4514.60 RMT 448.27

dia. for anchoring by drilling holes in foundation strata including

necessary bending, hooking of dowel bars and grouting the

holes complete as per detailed drawing and as directed.

30 Providing and laying Pitching on slopes laid over prepared filter 1075.80 Cum 1051.41

media including boulder apron laid dry in front of toe of

embankment complete as per drawing and Technical

31 Providing and laying Filter material underneath pitching in 618.90 CUM 877.69

slopes complete as per drawing and Technical specification

32 Providing and laying of Extruded Bioaxial Polypropylene Geogrid 3943.20 Sq.m. 249.07

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.

33 Steel work, welded in built up sections framed work inpection 99000.00 Kg 90.48

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

34 Painting two coats (excluding priming coat) on new steel and 4125.00 Sq.m. 65.31

other metal surface with synthetic enamel paint, brushing to

give an even shade including cleaning the surface of all dirt,

dust and other foreign matter.

35 Carrying out load test of super structure as directed including 1350.00 MT 169.92

all necessary materials plant equipement,instruments, labour

and arrangements for test directed.

36 Clearing and grubbing road land including uprooting rank 0.50 Hectare 28393.04

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.

37 Earth work for embankment having CBR not less than 5% 40684.20 Cum 307.60

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.

38 Back filling between returnwall shall be selected soil having 5452.00 Cu.m. 480.41

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

breaking clods dressing With all lead and lift and including

watering, rolling, and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the depressing

which occur during the process using Vibratory roller 8T to 10T.

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

39 Construction of compacted coarsed granular subbase 200 mm 1651.13 Cu.m. 1164.57

thick (Grade-I crushed B.T materials of 53 mm to 26.5 mm @

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

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

40 Providing and laying wet mix base course macadam 250 mm in 1135.19 cum 1370.23

Two layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber

with mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and equipment

41 Providing and laying 60 mm DBM in single layer using crushed 626.80 M.T 3208.55

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

process using hot mix plant including heating and mixing

asphalt & materials by drum mix process transporting the mix

and laying by paver finisher including consolidation with

vibratory roller including cost of material, labour, machinery

equipment and fuel , oil , lubricant for plant and machinery

using contractor's own plant and machineries etc. complete

42 Providing and laying 30 mm Bitumen concrete using crushed 326.93 MT 3513.35

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.

43 Providing and applying priming coat with emulsion SS1 grade at 7731.80 Sq.m. 59.12

the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating and applying etc. complete.

44 Road marking with hot applied thermo plastic paints with 34.00 Sq.m. 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

45 Providing and laying of Plastirib - T or equivalent raised profile 3494.00 Each 827.19

edge line marking (audible warning ) with hot applied

thermoplastic road marking compound according to IRC 35 -

2015, Clause 7.7, with 2mm thick base coat layer above that

ribs profile size of lenght 40mm X width 140mm X Height 6 mm

thick ( Total 8 m thick ) at the distance of 500 mm between

two ribs including reflectorizing glass beads @ 250 gm/ sq.mt

area. The minimum and maximum width of raised profile should

be 150 mm. The thickness of 8 mm profile should be exclusive

of surface applied glass beads. The finished surface to be

levelled, uniform and free from streaks and holes, to be applied

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

46 Supply and Apply Rumbble Strips Road marking with hot 125.00 SQM 1684.68

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

47 Cautionary Warning Sign :-Providing and fixing sign boards 15.00 Each 5077.27

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

48 Hazard Marker Sign :-Providing and fixing sign boards made out 12.00 Each 3666.30

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

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

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

49 Regulatory / Mandatory Sign :-Providing and fixing sign boards 12.00 Each 4618.73

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

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

50 Chevron sign :-Providing and fixing sign boards made out of 88.00 Each 4681.35

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

51 Providing and fixing hectometer as per I.R.C. type design 6.00 Each 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10.

52 Providing and erecting a 'W' metal double beam crash barrier 424.00 Rmt 5152.79

comprising of 3 mm thick corrugated sheet metal beam rail,

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

mm, 330 mm long complete as per clause

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

53 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement Markers 352.00 Each 217.41

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

54 Providing and casting in situ ordinary cement concrete M-20 for 22.00 cum 4249.93

Kerbs/Kerb blocks including formwork, curing and finishing

55 Construction of 200 mm thick compacted coarsed granular 673.00 cum 1143.49

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

mm @ 20% and 2.36 mm 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.

for diversion work

56 Close Graded Premix Surfacing/Mixed Seal Surfacing 3191.00 sqm 156.59

(Mechanical means using HMP of appropriate capacity not less

than 75 tonnes/hour. Providing, laying and rolling of close-

graded premix surfacing material of 20 mm thickness

composed of 11.2 mm to 0.09 mm (Type-a) aggregates using

penetration 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. )

for diversion work

57 Facility Informatory Sign :-Providing and fixing sign boards 6.00 Nos 5906.48

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

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

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

58 Diversion Ahead Sign :-Providing and fixing sign boards made 12.00 Nos 10671.66

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 Micro Prismatic Grade

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

latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.)

of 50 x 50 x 5mm / 50NB 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 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

59 Supplying and fixing reinforced concrete heavy duty non- 180.00 Rmt 6595.90

pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of

slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. 1200 mm dia.

60 Providing and laying of Extruded Bioaxial Polypropylene Geogrid 2722.50 SQM 353.80

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.

61 Earthwork in cutting including preparing the slope and camber 1179.40 CUM 264.06

and stacking or utilising the cutting stuff in bank as directed

upto 200 Meters from the end of cutting with all lead and

lift.(ii) Soft rock not requiring blasting.

Total Of Bill Of Quantities

NAME OF WORK :-CONSTRUCTION OF MAJOR BRIDGE ON PAR RIVER ON DHARAMPUR-MAKADBAN-DHAMNI-TOKARPADA

ROAD SECTION DHAMNI-MENDHA TO TOKARPADA ROAD CH-0/0 TO 24/0 (W.S. 8/0 TO 8/2,W.S. 10/4 TO 10/6,W.S

In Words :- Thirty Crores Seventy Two Lakhs Six Thousand Three Hundred Thirty One and Paisa Sixty Six Only

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.

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. 1,81,10,304.49 ( Rs. One Crore Eighty One Lakhs Ten Thousand Three Hundred Four & Paise Fourty Nine 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

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

Dharampur Valsad Valsad