Civil Work

Name of Work :- Construction of Canal Structure on Vadodara - Padra - Jambusar Road at Ch.

19/900 and 28/800, Ta. Padra, Dist. Vadodara

BILL OF QUANTITIES

It. No. Description of Item Quantity Unit Rate in Total

1 Demarkation of road alignment including marking out road line by 1.08 Km. 2706.50

providing and fixing wooden pegs or steel rod of required size at

every 25 M to 50 M. including excavating trenches ion both sides

of 0.30 m. x 0.30 M. including supplying of labours and all

materials for every work etc. complete.

2 Providing and filling sand Inside abutment and between returns in 398.00 Cum. 456.55

layers as directed.

3 Excavation for foundation in sand, gravel, clay soft soils & murrum 2034.08 Cum. 498.94

etc. including sorting and strutting and dewatering as necessary

and disposing of excavated stuff as directed. (A) Depth upto 3.0 M

4 Empty boring through all sorts of strata for providing 1.20 598.00 Rmt. 5424.74

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

including providing necessary casing pipe with all plants and

equipments as required complete.

5 Providing 6mm thick steel liner for piles including fabricating and 13.24 M.T. 47323.73

setting out as per detail drawing as directed.

6 Providing and laying controlled cement concrete M 35 for R.C.C. 678.87 Cum. 4888.40

bored piles of 1.20 mt dia. including ramming, vibrating and

finishing complete.

7 Load testing of foundation piles including loading with necessary 2000.00 M.T. 187.38

kentledge or any other suitable method as directed. (Static Load

8 Load testing of foundation piles including loading with necessary 4.00 No. 35767.11

kentledge or any other suitable method as directed. (Dynamic

9 Conducting Pile low strain integrity test as per ASTM D 5882- 96 28.00 No. 1212.00

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.

10 Providing and filling in foundation with ordinary Cement concrete 320.40 Cum. 3686.50

M-15 mix and providing necessary vertical pin headers including

formwork, vibrating, ramming and curing complete.

11 Providing and casting in-situ controlled cement concrete M 35 For 717.10 Cum. 5070.20

R.C.C. piles cap including necessary form work vibrating, curing

and finishing complete.

12 Providing and fixing in position (Thermo mechanically treated 205.88 Tonne 86991.30

bars) TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC)

conforming to IS 1786 reinforcing bars of various diamneters for

R.C.C bored piles, as per detailed designs and drawings and

schedule including cutting, bending, hooking the bars, binding with

18 SWG GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer.

The rate includes for supply, loading, unloading, transporting to

site, cutting, bending, hooking, placing, tying in position with

contractor's own binding wire, welding, forming the reinf cage etc.

Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, all leads &

lifts, etc. including contractor's own equipments, labour,

supervisor, taxes, machineries, etc. complete as per drawings and

1) The waste cut pieces shall not be included in the paying

2) Binding wire shall not be including in the paying quanity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps.

It. No. Description of Item Quantity Unit Rate in Total

13 Providing and casting in situ controlled cement concrete M-35 for 453.50 Cum. 5403.50

R.C.C. return as per drawings including centering, shuttering,

scaffolding where necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3)

14 Providing and fixing in position fully moulded restrained 107520.00 Cu.cm. 0.90

elastometric Bearings as per detailed drawings.

15 Providing and casting in situ controlled cement concrete M 35 Mix 55.90 Cum. 5807.50

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.

16 Providing and fixing in position (Thermo mechanically treated 61.30 Tonne 87193.30

bars) TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC)

conforming to IS 1786 reinforcing bars of various diamneters for

Substructure, as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG

GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer.

The rate includes for supply, loading, unloading, transporting to

site, cutting, bending, hooking, placing, tying in position with

contractor's own binding wire, welding, forming the reinf cage etc.

Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, all leads &

lifts, etc. including contractor's own equipments, labour,

supervisor, taxes, machineries, etc. complete as per drawings and

1) The waste cut pieces shall not be included in the paying

2) Binding wire shall not be including in the paying quanity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps. (A)

Pedestal (B) Dirt Wall (C) Return Wall (D) Beam

17 Providing and casting in situ or precast controlled Cement 461.57 Cum. 7633.66

Concrete M-450 for prestressed concrete work in Super structure

including centering, shuttering, curing, scaffolding, ramming,

vibrating, finishing, lauching or shifting complete.(I) Solid Slab.(II)

Deck Slab.(III) Main Girders.(IV) Diaphragm or cross girder.

18 Providing and fixing in position (Thermo mechanically treated 69.30 Tonne 88061.90

bars) TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC)

conforming to IS 1786 reinforcing bars of various diamneters for

(B)T-Beam and Deck slab type of superstructure (I) Deck slab (II)

Main and cross Girder, as per detailed designs and drawings and

schedule including cutting, bending, hooking the bars, binding with

18 SWG GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer.

The rate includes for supply, loading, unloading, transporting to

site, cutting, bending, hooking, placing, tying in position with

contractor's own binding wire, welding, forming the reinf cage etc.

Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, all leads &

lifts, etc. including contractor's own equipments, labour,

supervisor, taxes, machineries, etc. complete as per drawings and

1) The waste cut pieces shall not be included in the paying

2) Binding wire shall not be including in the paying quanity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps.

(B) T. beam and slab type of superstructure. (i) Deck slabs (ii)

Main and cross girder

It. No. Description of Item Quantity Unit Rate in Total

19 Providing and fixing in position to exact profile high tensile steel 17.09 M.T. 72402.66

wires of required ultimate strength including bending, cutting, tying

providing necessary standard and anchorages, sheathing,

stressing, grouting, ducts as per detailed drawing including

necessary plant and machinery complete. (A) T. beam and deck

slab type of superstructure.

20 Providing and casting in situ controlled cement concrete M 40 for 89.00 Cum. 5551.97

average 100 mm. thick wearing coat laid as directed including

tamping vibrating finishing curing and filling in joints with bitumen

21 Reinforced Cement Concrete Crash Barrier (Provision of an 178.00 Rmt. 7332.60

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 + FBEC

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). (i) cast in situ

22 Providing PVC 100 mm. diameter water spouts including 28.00 No. 159.37

necessary iron gratings as per drawings.

23 Providing and casting in situ controlled cement concrete M 35 for 108.00 Cum. 5332.80

approach slab including form work curing and finishing complete.

24 Providing and fixing in position (Thermo mechanically treated 25.00 Tonne 86577.20

bars) TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC)

conforming to IS 1786 reinforcing bars of various diamneters for

(A) R.C.C. Approch slab.(B) Wearing Coat., as per detailed

designs and drawings and schedule including cutting, bending,

hooking the bars, binding with 18 SWG GI wires with cost of all

labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per

specification and as directed by Engineer.

The rate includes for supply, loading, unloading, transporting to

site, cutting, bending, hooking, placing, tying in position with

contractor's own binding wire, welding, forming the reinf cage etc.

Welding and supporting in position to ensure lines and levels

during concreting, maintaining proper cover / spacing, all leads &

lifts, etc. including contractor's own equipments, labour,

supervisor, taxes, machineries, etc. complete as per drawings and

1) The waste cut pieces shall not be included in the paying

2) Binding wire shall not be including in the paying quanity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps.

25 Modular Strip / Box Seal Joint (Providing and laying of a modular 44.00 Rmt. 2057.37

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 specifications to be

installed by the manufacturer/supplier or their authorised

representative ensuring compliance to the manufacturer's

instructions for installation.)

26 Carrying out load test of super structure as directed including all 800.00 M.T. 169.92

necessary materials plant equipement, instruments, labour and

arrangements for test directed.

27 Clearing and grubbing road land including uprooting rank 0.40 Hect. 28455.09

vegetation, grass bushes, shrubs, saplings and trees of girth upto

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (I) By Mechanical means in area of light

It. No. Description of Item Quantity Unit Rate in Total

28 Box cutting the road surface to proper slope and camber for 559.50 Cum. 106.81

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto any

29 Earth work for embankment having CBR not less than 5% 359.60 Cum. 382.79

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.

30 Back filling between returnwall shall be selected soil having 1755.60 Cum. 456.55

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.

31 Filling available excavated earth/wethered rock in trenches,sides 496.20 Cum. 133.65

of foundations etc. in layers not exceeding 20 cm in depth

consolidating each disposited layer by ramming and watering.

32 Construction of 200 mm thick compacted coarsed granular 248.74 Cum. 1691.75

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

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 401. For Ch. 19/900

33 Construction of 200 mm thick compacted coarsed granular 326.30 Cum. 1764.47

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

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 401 For Ch. 28/800

34 Construction of 200 mm thick compacted coarsed granular 248.74 Cum. 1404.01

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 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. For

35 Construction of 200 mm thick compacted coarsed granular 326.30 Cum. 1476.42

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 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. For

36 Providing and laying 250 mm thick Wet mix macadam (W.M.M.) 310.93 Cum. 1543.28

(125 mm each layer) using machine crushed black trap aggregate

of 40 to 50 mm size in the material as per MORT & H specification

including premixing the material with water at OMC in mechanical

mix plant, carriage of mixed material by tippers to site, laying in

uniform layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to achieve

the desired density. For Ch. 19/900

It. No. Description of Item Quantity Unit Rate in Total

37 Providing and laying 250 mm thick Wet mix macadam (W.M.M.) 407.88 Cum. 1617.01

(125 mm each layer) using machine crushed black trap aggregate

of 40 to 50 mm size in the material as per MORT & H specification

including premixing the material with water at OMC in mechanical

mix plant, carriage of mixed material by tippers to site, laying in

uniform layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to achieve

the desired density. For Ch. 28/800

38 Providing and laying 50mm thick DBM in single layer using 143.10 M.T. 3747.00

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

process using hot mix plant including heating and mixing asphalt

& materials by hot mix process transporting the mix and laying by

paver finisher including consolidation with vibratory roller including

cost of material, labour, machinery equipment and fuel , oil

lubricant for plant and machinery using contractor's own plant and

machineries etc. complete. For Ch. 19/900

39 Providing and laying 50mm thick DBM in single layer using 187.70 M.T. 3781.44

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

process using hot mix plant including heating and mixing asphalt

& materials by hot mix process transporting the mix and laying by

paver finisher including consolidation with vibratory roller including

cost of material, labour, machinery equipment and fuel , oil

lubricant for plant and machinery using contractor's own plant and

machineries etc. complete. For Ch. 28/800

40 Providing and laying 60mm thick DBM in single layer using 171.70 M.T. 3727.31

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

process using hot mix plant including heating and mixing asphalt

& materials by hot mix process transporting the mix and laying by

paver finisher including consolidation with vibratory roller including

cost of material, labour, machinery equipment and fuel , oil

lubricant for plant and machinery using contractor's own plant and

machineries etc. complete. For Ch. 19/900

41 Providing and laying 60mm thick DBM in single layer using 225.20 M.T. 3761.75

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

process using hot mix plant including heating and mixing asphalt

& materials by hot mix process transporting the mix and laying by

paver finisher including consolidation with vibratory roller including

cost of material, labour, machinery equipment and fuel , oil

lubricant for plant and machinery using contractor's own plant and

machineries etc. complete. For Ch. 28/800

42 Providing and applying priming coat with emulsion SS1 grade at 1243.70 Sqm. 67.67

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

preparing the surface heating and applying etc. complete. For Ch.

43 Providing and applying priming coat with emulsion SS1 grade at 1631.50 Sqm. 67.78

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

preparing the surface heating and applying etc. complete. For Ch.

It. No. Description of Item Quantity Unit Rate in Total

44 Providing and laying 40 mm Bitumen concrete using crushed 119.40 M.T. 4046.47

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. For Ch. 19/900

45 Providing and laying 40 mm Bitumen concrete using crushed 156.70 M.T. 4083.33

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. For Ch. 28/800

46 Road marking with hot applied thermo plastic paints with 80.74 Sqm. 367.72

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 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

47 Cautionary Warning Sign :-Providing and fixing sign boards made 4.00 No. 3906.19

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 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 / 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 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

It. No. Description of Item Quantity Unit Rate in Total

48 Hazard Marker Sign :-Providing and fixing sign boards made out 4.00 No. 3518.69

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 High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 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 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

49 Regulatory / Mandatory Sign :-Providing and fixing sign boards 4.00 No. 3540.12

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 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 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

50 Chevron sign :-Providing and fixing sign boards made out of 6.00 No. 3711.75

1.5mm 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 Intensity 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 / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm; 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 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. (A) Class-B Type-

4 Retro Reflective sheeting

51 Providing and fixing hectometer as per I.R.C. type design 3.00 No. 356.50

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

It. No. Description of Item Quantity Unit Rate in Total

52 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 478.00 Rmt. 3861.23

erecting a "Thrie" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 85 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 2 m high with 1.15 m below ground

level, all steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a space of channel

section 150 x 75 x 5 mm, 546 mm long complete as per clause

53 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 116.00 No. 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs.tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than 19 +/-

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

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

road for the shanks to go inside,without nails and using epoxy

resin based adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-2015 and as

directed by Engineerin-charge.

54 Providing and fixing in position 1.80 m high above finished ground 2.00 No. 3134.03

level canal data boards of standard size 1.20m x 0.90m with M.S.

angle 40mm x 40mm x 6mm with 3mm thick iron plate in 1:5:10

proportion concrete block size 40cm x 40cm x 75 cm including

painting existing data on the board etc. complete as directed.

55 Providing & laying weep hole in Abutments, and returns by using 201.00 No. 84.63

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

the completed as per detailed specification.

56 Providing and laying of Filter media with granular materials/stone 120.90 Cum. 782.00

crushed aggregates satisfying the requirements laid down in

clause 2504.2.2. of MoRTH specifications to a thickness of not

less than 600 mm with smaller size towards the soil and bigger

size towards the wall and provided over the entire surface behind

abutment, wing wall and return wall to the full height compacted to

a firm condition complete as per drawing and Technical

57 Supplying and fixing reinforced concrete heavy duty nonpressure 25.00 Rmt. 6621.26

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.

/ 1971 Class NP4 of following internal diameter. (vi) 1200 mm dia

58 Excavation for foundation in sand, gravel, clay soft soils & murrum 88.00 Cum. 585.37

etc. including sorting and strutting and dewatering as necessary

and disposing of excavated stuff as directed. (B) Depth from 3.0 to

It. No. Description of Item Quantity Unit Rate in Total

59 Supplying, fitting and fixing in position true to line and level POT- 3600.00 Tonne 58.94

PTFE bearing consisting of a metal piston supported by a disc or Capacit

unreinforced elastomer confined within a metal cylinder, sealing y

rings, dust seals, PTFE surface sliding against stainless steel

mating surface, completre assembly to be of cast steel/fabricated

structural steel, metal and elastomer elements to be as per IRC:

83 part-I & II respectively and other parts conforming to BS:

section 9.1 & 9.2 and clause 2006 of MoRTH Specifications

complete asper drawing and approved technical specifications.

Rs. Six Crore, Sixty One Lakhs, Fourty Thousand, Fourty Five and Eighty Two Paisa Only

I/We am/are willing to carry out the work @ ______________ % ______________ percent

(should be written in figures and words) below / above, the estimated rates mentioned above, amount

of my/our tender works out as under :

Above all items of "Bill of Quantities" with Item Description, Unit, Qty, Rate & Amount have verified by me and

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.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

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.

5 The contractor will have to submit the mix design for different grades of cement concrete and asphalt

at his own cost before execution as directed and to be approved from the engineer in charge.

Deputy Executive Engineer Executive Engineer

District (R&B) Sub Dn. No.1 District (R & B) Division

Vadodara Vadodara