Reconstruction of High level Major bridge on Hadaf river on Nani Sanjeli-Handi Road (Section Piplod-Randhikpur Mandir Road) Km. 0/0 to 21/200 (W.S. 9/80 to 10/00 & 9/700 to 9/710) (M.D.R.) in District Dahod

1 Dismantling the existing structure including removing and 2374.80 Cu.m. 952.51

stacking the dismantled materials as and where

directed.(A)R.C.C. work

2 Diversion of watercourse / providing cofferdam and bund or 6.00 Each 391637.60

island as may be necessary for foundation and maintaining the

same for the period as may be necessary.

3 Demarkation of road alingment including marking out road 1.44 Km. 2706.50

line by providing and fixing wooden pegs or steel rod of

required size at every 25 M to 50 M. including excavating

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

supplying of labours and all materials for every work etc.

4 Providing flood gauge marks on substructure as per design 14.00 Rmt 166.90

including painting complete.

5 Providing masonry steps with cement pointing on approaches 78.00 Steps 235.99

as directed .

6 Providing and filling sand inside abutment and between 1462.00 Cu.m. 478.82

returns in layers as directed.

7 Filling available excavated earth/wethered rock in 2001.10 Cu.m. 137.47

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

and watering.

8 Excavation for foundation in sand , gravel , clay soft soils &

murrum etc. Including sorting and strutting and dewatering as

necessary and disposing of excavated stuff as directed.

(A) Depth upto 3.0 M. 8216.20 Cu.m. 523.28

(A) Depth upto 3.0 to 6.0 M. 452.00 Cu.m. 613.92

9 Excavation in large boulders and soft rock by welding 430.70 Cu.m. 733.62

including 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 1156.90 Cu.m. 1715.19

and chiseling including dewatering, preparing foundation base

by proper benching and stepping, deposing the excavated stuff

as directed. (B) prohibited Blasting work.

11 Drilling with core cutting machine / Drilling machine plus 307.00 No. 1863.45

cleaning & fixing, 32mm Anchor Bar using Chemical per

anchor including all the arrangements and measures for

installing Anchor bar safely at site as per details specified in

the drawing .

12 Providing & filling in foundation as base course with ordinary 1963.60 Cu.m. 3578.43

cement concrete of M 15 mix and providing necessary vertical

pin headers including formwork vibrating ramming & curing

Description of work Quantity Unit Rate In figures Amount

13 Providing and casting in situ controlled cement concrete of M-

25 for P.C.C. retaining wall as per drawings including

centering shuttering, scaffolding where necessary, laying

vibrating, curing and finishing complete.

14 Providing and casting in-situ controlled cement concrete of M 828.60 Cu.m. 5077.27

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

work vibrating, curing and finishing complete.

15 Providing and fixing in position (Thermo mechanically treated 97.60 MT 87185.64

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

conforming to IS 1786 reinforcing bars of various diamneters

for R.C.C piles cap, 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

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 specification

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.

16 Providing and casting in situ controlled cement with of M35

for R.C.C. work in piers and abutment ,Retaining wall as per

drawing including centering shuttering scaffolding where

necessary laying vibrating curing and finishing complete.

(A) Height from 0.0 M to 5.0 M 509.00 Cu.m. 5412.59

(B) Height from 5.0 M to 10.0 M 258.00 Cu.m. 5728.72

(C) Above 10.0 M 3.00 Cu.m. 6518.54

17 Providing and casting in situ controlled cement with of M30 1074.20 Cu.m. 5332.62

for R.C.C. work in Retaining wall as per drawing including

centering shuttering scaffolding where necessary laying

vibrating curing and finishing complete.

18 Providing and fixing in position fully moulded restrained 1503360.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings.

19 Providing and casting in situ controlled cement concrete of M 385.00 Cu.m. 5808.51

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.

Description of work Quantity Unit Rate In figures Amount

20 Providing and fixing in position (Thermo mechanically treated 307.90 M.T 87185.64

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

conforming to IS 1786 reinforcing bars of various diamneters

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

Pedestal., as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with

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 specification

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.

21 Providing and fixing in position (Thermo mechanically treated 61.00 M.T 87185.64

bars) TMT Fe550 D-Fusion Bonded Epoxy Coating (FBEC)

conforming to IS 1786 reinforcing bars of various diamneters

for Retaining Walls, 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

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 specification

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.

22 Providing and casting in situ controlled cement concrete M-35 1337.60 Cu.m. 5980.21

for R.C.C. work in superstructure including centering,

shuttering scaffolding, ramming, vibrating curing and finishing

complete. (A) T-Beam and Deck slab type of superstructure

(II) Main and cross Girder

Description of work Quantity Unit Rate In figures Amount

23 Providing and operating a launcher for the erection and 1149.70 Cu.m. 4508.64

launching of the bridge superstructure using methods such as

incremental launching and crane erection with the aid of

launching girders. The scope of work also includes:

•Casting of the superstructure at the designated casting yard,

•Loading and unloading of girders,

•Transportation of girders from the casting yard to the bridge

•Execution of preparatory works,

Carrying out the launching operations,

Ensuring proper alignment during erection,

•Implementation of safety measures, and

Adherence to quality control procedures throughout the

•All works shall be executed in accordance with the approved

drawings, specifications, and relevant standards, ensuring

structural integrity and safety at every stage.

24 Providing and fixing in position (Thermo mechanically treated 205.40 M.T 88055.45

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 specification

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 Providing and casting in situ controlled cement concrete of M 179.80 Cu.m. 5565.10

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

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

26 Provision of an Reinforced cement concrete crash barrier at 326.80 Rmt 9923.25

the edges of the road, approaches to bridge structures and

medians, constructed with M-40 grade concrete with Fe 550D

bar including galvanising 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.

27 Providing G.I. 100 mm. diameter water spouts including 60.00 Each 536.03

necessary iron gratings as per drawings.

Description of work Quantity Unit Rate In figures Amount

28 Providing and fixing marble slab including engraving and 4.00 Each 1012.65

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

29 Providing and casting in situ controlled cement concrete of M 93.00 Cum 5343.91

35 for approach slab including form work curing and finishing

30 Providing and fixing in position (Thermo mechanically treated 41.10 M.T 86569.97

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 specification

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.

31 Modular Strip / Box Seal Joint (Providing and laying of a 84.00 Rmt 2057.37

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

specifications to be installed by the manufacturer/supplier or

their authorised representative ensuring compliance to the

manufacturer's instructions for installation.)

32 Providing and laying Filter Media 600mm Thick directed at 2557.00 Sqm 1260.77

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

specification.

33 Providing & laying weep hole in Abutments, and returns by 1898.00 Each 62.87

using PVC pipe of 100mm including laying in proper grade

and jointing the completed as per detailed specification.

34 Construction of footpath / separator by providing a 150 mm 195.00 Sqm 904.00

compacted granular sub base as per clause 401 and 25 mm

thick cement concrete grade M15, over laid with precast

concrete tiles in cement mortar 1:3 including provision of all

drainage arrangements but excluding kerb channel.

35 Providing and laying of Extruded Bioaxial Polypropylene 2991.30 Sqm 249.07

Geogrid 30 KN as per clause no 3102.8 and approval design

and specification with accesories like tie strips,nuts & bolts

and loops/lugs for joining reinforcing elements with the facia

,pannels and overlaps and other protective elements as per

detailed specification.

36 Carrying out load test of super structure as directed including 400.00 MT 169.92

all necessary materials plant equipement,instruments, labour

and arrangements for test directed.

Description of work Quantity Unit Rate In figures Amount

37 Steel work, welded in built up sections framed work inpection 30.00 MT 91084.83

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

38 Painting two coats (excluding priming coat) on new steel and 1250.00 Sqm 69.15

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.

39 Providing parapet of ordinary cement concrete M-20 as per 129.60 Rmt 1062.05

detailed drawings with necessary reainforcement including,

shuttering, laying vibrating and finishing to line and level

complete.(ii) Cast in situ.

40 Providing and applying anti carbonation, anti fading, mold 5704.56 Sqm 123.97

resistant, heat insulating, and 100% acrylic breathable

decorative external waterproof coating of approved shade

having Viscosity @ Room Temperature by Ford cup No. B-4

(dilute 2 parts of product with I part of water) 18 to 30 sec. pH

of 7.00 to 10.00 and Sp. Gravity @ Room Temperature

1.30+0.1, tested for carbon dioxide diffusion resistance

properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-

2010) by a NBA Grade "A" accredited institution.

41 Clearing and grubbing road land including uprooting rank 0.80 Hect. 28454.99

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.

42 Earthwork in cutting including preparing the slope and camber 982.00 Cum 689.15

andstacking or utilising the cutting stuff in bank as directed

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

lift.(iii) Hard rock.

properties as C=0Kg/Sq.m. ∅=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.

44 Filling available excavated earth/wethered rock in 2123.60 Cum 137.47

trenches,sides of foundations etc. in layers not exceeding

cm in depth consolidating each disposited layer by ramming

and watering.

45 Construction of compacted coarsed granular subbase 100 mm 1353.09 Cum 1558.43

& 150 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

mm @ 20 %) 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

Description of work Quantity Unit Rate In figures Amount

46 Construction of 150 mm thick compacted coarsed granular 829.09 Cum 1619.54

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed

B.T. stone aggregate 53 mm to 26.5 mm @27.5 %,26.5 mm to

below @ 37.5 % ) 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.

47 Providing and laying wet mix base course macadam 250 mm 1381.81 Cum 1499.85

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 mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and equipment

etc. complete.

48 Providing and laying 60 mm thick DBM in Single layer using 762.80 MT 3204.73

crushed stone aggregate BT chips as per required gradation

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 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 & filler (2%) etc.

49 Providing and laying 30 mm Bitumen concrete using crushed 397.99 MT 3864.77

stone aggregate BT chips as per required gradation and using

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.

50 Providing and applying priming coat with emulsion SS1 grade 5527.30 Sqm 61.01

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

preparing the surface heating and applying etc. complete.

51 Providing and applying tack coat with emulsion RS1 grade at 5527.30 Sqm 14.04

the rate of 2.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

52 Road marking with hot applied thermo plastic paints with 248.00 Sqm 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

Description of work Quantity Unit Rate In figures Amount

53 Supply and Apply Rumbble Strips Road marking with hot 86.00 Sqm 2064.44

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

and holes.

54 Cautionary Warning Sign :-Providing and fixing sign boards 7.00 Each 3906.19

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

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 sheeting

55 Hazard Marker Sign :-Providing and fixing sign boards made 8.00 Each 3518.69

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 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

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

Description of work Quantity Unit Rate In figures Amount

56 Regulatory / Mandatory Sign :-Providing and fixing sign 7.00 Each 3540.13

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 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

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.

57 Cautionary Warning Sign :-Providing and fixing sign boards 20.00 Each 3711.75

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

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 sheeting

58 Providing and fixing hectometer as per I.R.C. type design 2.00 Each 356.50

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

59 Providing and erecting a 'W' metal beam crash barrier 918.00 Rmt 4955.06

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,

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

5 mm, 330 mm long complete as per clause

Description of work Quantity Unit Rate In figures Amount

60 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 291.00 Each 326.23

Shanks Raised Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with micro prismatic

lens capable of providing total internal reflection of the light

entering the lens face and shall support a load of

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

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.

61 Providing and casting in situ ordinary cement concrete M-20 65.00 Cum 4249.93

forKerbs/Kerb blocks including formwork, curing and

finishing complete.

62 Box cutting the road surface to proper slope and camber for 634.00 Cum 112.02

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto

50Mt.lead.

63 Earthwork for embankment including breaking clods dressing 1805.50 Cum 182.14

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.

64 Construction of dry lean cement concrete Sub- base over a 262.00 Cum 3482.48

prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, 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, optimum moisture

content to be determined during 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 with

electronic sensor, compacting with 8-10 tonnes vibratory

roller, finishing and curing.

65 Construction of un-reinforced, dowel jointed, plain cement 654.00 Cum 6462.99

concrete pavement with M-30 grade concrete over a prepared

sub base with cement , coarse and fine aggregate conforming

to IS 383, maximum size of coarse aggregate not exceeding

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, 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 as per drawing asper IRC 15

Description of work Quantity Unit Rate In figures Amount

66 Blinkers : Providing & fixing solar power road traffic 2.00 Each 9014.25

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 located 3.0mtr

above thr ground level on post of 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 Installation.

67 Diversion Ahead Sign :-Providing and fixing sign boards 2.00 No. 10671.66

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 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 x3mm; 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

68 Supplying and fixing reinforced concrete heavy duty 867.50 Rmt 6621.26

nonpressure 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. (vi) 1200 mm dia.

Total Of Schedule BOQ:

In Words :- Seventeen Crore Ninety Eight Lakhs Twenty Seven Thousand Three Hundred Sixty Seven Rupees and Thirty one Paisa 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

Net Rs. Total Rs.

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.

Description 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 the tender.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in

Note 6:-An amount of Rs. 3,67,65,171.04 ( Three Crore Sixty Seven Lakhs Sixty Five Thousand One Hundred Seventy One and Four Paisa 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

Note 7:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account officer Executive Engineer

Limkheda (R&B) Sub Division Dahod (R&B) Division Dahod (R&B) Division

Limkheda Dahod Dahod

Signature of Bidder: