Road work

Name of work :-

S.R. to Charnala Jafrabad Road (Reconstruction of old slab drain at Ch. 9/4 to 9/6) Ta. Jafrabad,

Dist. Amreli. (Job No. SR/ AMR/ 2024-25/ 18)

-- : BILL OF QUANTITIES : --

-- : (A) Percentage Rate Tender (Up to INR 50 Cr.) : --

Item Description of Item Quantity Unit Rate in Amount

1 Dismantling the existing structure including 11.00 Cum. 930.35

removing and stacking the dismantled materials

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

2 Excavation for foundation in sand, gravel, clay 123.00 Cum. 511.11

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and disposing

of the excavated stuff as directed. (A) Depth up to

3.0 M. and lead up to 100m for 10 Cum.

3 Excavation for foundation in hard murrum and 184.00 Cum. 611.32

boulders and very stiff or sticky, clays and other

similar strata including shoring and strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

4 Excavation in large boulders and soft rock by 62.00 Cum. 716.55

welding including shoring, strutting and

dewatering as necessary and disposing of the

excavated stuff as directed.

5 Providing and fixing mild steel dowel bars of 116.00 Rmt. 450.07

minimum 32mm 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

6 Providing and filling in foundation with ordinary 58.00 Cum. 3345.58

Cement concrete M-100 mix and providing

necessary vertical pin headers including

formwork, vibrating, ramming and curing

7 Providing and Casting in situ controlled cement 172.00 Cum. 4620.45

concrete M-200 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

8 Providing and filling trenches of labour charges - 6.00 Cum. 3657.68

Excavator in rocky strata with ordinary cement

concrete M-150.

9 Providing and casting in situ controlled cement 159.00 Cum. 5227.36

concrete M-200 for 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) RCC return.

Item Description of Item Quantity Unit Rate in Amount

10 Providing and laying in position FE-500D TMT 1.00 M.T. 73858.69

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

drawings for the following. (A) Piers (B)

Abutments (C) R.C.C. Returns.

11 Providing and casting in situ controlled cement 47.00 Cum. 5414.62

concrete M-250 for R.C.C. work in pier cap,

abutment cap and dirt wall including controlled

cement concrete M-250 bed blocks or pedstals of

required size below bearings as per detailed

drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibrating, curing and

finishing complete.

12 Providing and laying in position FE-500D TMT 7.00 M.T. 73858.72

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed for the

following. (A) Abutment cap and Dirt wall. (B) Pier

13 Providing and Fixing in position tar paper bearing 1.00 Rmt. 2525.00

as per detailed design and drawing and

specification etc. complete.

14 Providing and laying weep hole in Abutments, 106.00 No. 56.13

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

including laying in proper grade and jointing the

completed as per detailed specification.

15 Providing and casting in situ controlled cement 85.00 Cum. 5619.91

concrete M-300 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

16 Providing and placing in position FE-500D TMT. 5.70 M.T. 72601.86

Bar reinforcement including, cutting, bending

hooking and tying complete as per detailed

drawings. (I) Solid Slab. (II) Deck Slab.

17 Providing and fixing metal expansion joints as per 25.00 Rmt. 2013.95

drawings. Details of expansion joint 50 x 50 x

6mm size two IS and 100 x 6mm MS plate with

x 20 x 25mm long hold fast @ 50 cm / cc on both

sides of expansion joints.

18 Providing and casting in situ controlled cement 11.00 Cum. 5568.46

concrete M-300 for average 75 mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen

19 Providing and casting in situ controlled cement 6.00 Cum. 4869.02

concrete M-200 for Kerb/ kerb blocks including

formwork curing and finishing, complete.

20 Providing and fixing in position Mild steel dowel 24.00 No. 341.29

bars in pier caps or abutment caps for anchorage

in fixed end as per detailed drawings including

cutting, bending and welding complete.

21 Providing and fixing in position Mild steel dowel 24.00 No. 399.70

bars in pier caps or abutments caps for

anchorage in free end as per detailed drawing

including cutting, bending and welding complete.

Item Description of Item Quantity Unit Rate in Amount

22 Providing P.V.C. 100mm diameter water spouts 8.00 No. 159.37

including necessary iron gratings as per

23 Providing and casting in situ controlled cement 53.00 Cum. 5426.62

concrete M-300 for approach slab including

formwork curing and finishing complete.

24 Providing and fixing in position FE 500D TMT bar 9.00 M.T. 73243.02

reinforcement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C.

kerb (B) R.C.C. Footpath (C) R.C.C. Approach

slab (D) Wearing coat.

25 Earthwork for embankment including breaking 18.00 Cum. 264.62

clods, dressing with all lead and lift and including

watering rolling and consolidation of sub grade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T (C) From

Borrow pits within all lead.

26 Earthwork for embankment For Sub grade 540.00 Cum. 283.81

including breaking clods, dressing with all lead

and lift and including watering rolling and

consolidation of sub grade in layers at O.M.C. to

required dry density including filling the

depression which occur during the process using

power roller 8T to 10T (C) From Borrow pits

within all lead.

27 Box cutting the road surface to proper slope and 133.00 Cum. 109.41

camber for making a base for road work including

removing the excavated stuff and depositing on

the road side slope as directed up to all lead.

28 Construction of Sub Granular Sub base (Grade-I) 642.00 Cum. 1042.32

providing coarse graded materials spreading in

uniform layers with mortar graders on preparing

surface, mixing by mix in place method with

rotavator at O.M.C. and compacting with

vibratory roller to achieve the desired density

complete as per clause – 401 (using crushed

4.75mm and below @ 20%)

29 Providing and laying compacted W.B.M. 150mm 80.00 Cum. 1285.73

thick of grade-1, B.T.M.C. metal of size 45 to

63mm in two layers incl. using 13% stone

screening 13.20mm size and 7% stone dust as

filler including spreading, watering and

consolidation by vibratory roller etc. complete.

30 Providing, laying, spreading and compacting 485.00 Cum. 1131.20

graded stone aggregates to wet mix macadam 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.

Item Description of Item Quantity Unit Rate in Amount

31 Supplying Stacking Spreading Rolling Watering 5.00 Cum. 163.62

Earthen side Shoulder as directed within all lead.

32 Providing and laying Fitter Media 600mm thick 106.00 Sqm. 1239.35

directed at the back of abutments, returns and

wing walls as per detailed specifications.

33 Providing and filling sand behind abutments and 438.00 Sqm. 1239.35

between returns in layers as directed.

34 Dismantling the existing structure including 40.00 Cum. 409.22

removing and stacking the dismantled materials

as and where directed. (B) Rubble Masonry.

35 Earthwork for embankment including breaking 2114.00 Cum. 172.30

clods, dressing with all lead and lift and including

watering rolling and consolidation of sub grade in

layers at O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T.(D) From

Borrow area within all lead.

36 Providing and supplying evenly priming / tack 2000.00 Sqm. 62.08

coat with SS1 Emulsion @ Rate of 7.50 kg./

Sqm. and brushing etc. complete.

37 Distance Informatory/ Destubatuib sign : 4.00 No. 20918.11

Providing and fixing sing boards made out of

2mm aluminium sheet / 4mm ACP (Alluminium

Composite Panel) ; size 180 x 120cms. rectangle

as per the design of IRC-67-2012 pre treated with

phospheting process and acid etching; coated

with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with Micro

Prismatic Grade retro reflective sheeting of Type-

11 as per ASTM D -4956 and latest MOST

specifications, 4.0mtr. (2 Nos.) long stand post of

Iron Angle 75 x 75 x 6mm / 65 NB Circular MS

pipe as required and frame fabricated from

suitable size iron of 50 x 50 x 5mm painted with

best quality 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 block of size

45 x 45 x 60cms. 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 and 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

Item Description of Item Quantity Unit Rate in Amount

38 Men at work (Heavy) Sign : Providing and fixing 4.00 No. 12211.91

sign boards made out of 2mm alluminium sheet /

4mm ACP (Alluminium Composite panel) size

120cm. x 90cm. as per design of IRC 67-2012.

Pretreated with phospheting process and acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with Micro Prismatic Grade Retro Reflective

sheeting of Type-11 as per ASTM D-4956 and

latest MOST specification; 3.6mtr. long stand

post (2-Nos.) of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 50 x

x 5mm; painted with best quality 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 block of size

x 45 x 60cms. 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 and a certified copy of 3-years 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.

39 Diversion Ahead Sign :- Providing and fixing sing 4.00 No. 10671.66

boards made out of 2mm aluminium sheet / 4mm

ACP (Alluminium Composite Panel) ; size 180 x

60cms. rectangle as per the design of IRC-67-

2012 pre treated with phospheting process and

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with Micro Grade retro reflective

sheeting of type-11 as per ASTM D-4956 and

latest MOST specification; 3.1mtr. long stand

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

NB circular MS pipe as required and frame

fabricated from suitable size iron angle of 35 x

x 5mm; painted with best quality 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 block of size 45 x 45 x 60cms 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 and a

certified copy of 3 years outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor (A)

Class-C Type-11 Retro Reflective Sheeting.

Item Description of Item Quantity Unit Rate in Amount

40 Regulatory/Mandatory Sign -Providing and Fixing 8.00 No. 4618.73

sign boards made out of 2mm. alluminium sheet /

4 MM ACP (Aluminum composite Panel); size

60cms.Dia as per design of IRC-67-2012.

Pretrated with phospheting process and acid

etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint,

reflectrorised with micro prismatic grade retro

reflective sheeting of Type-11 as per ASTM D-

4956 and latest MOST specifications. 3.6 mt.

long stand post of 75 x 75 x 6 mm /65 NB circular

MS pipe as required and frame fabricated from

suitable size iron angle of 35x35x3 mm; painted

with best quality epoxy coatings in black and

white bends. the detail of symbols for each board

shall be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4

block of size 45 x 45 x 60cms for each leg, incl.

excavation, curing etc. complete under the

supervision of Engineer - in charge. A warranty

for 10 years for the retro reflective sheeting from

original manufacturer and a certified copy of

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

41 Hazard Marker Sign : Providing and fixing sign 4.00 No. 3666.30

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size 90 x

30 cms. Rectangular as per design of IRC-67-

2012. Pre treated with phospheting process and

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint;

reflectorised with Micro Prismatic Grade retro

reflective sheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 1.8mtr

long stand post of 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from

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

with best quality epoxy coatings in black and

white bends. The details of symbol for each board

shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60cms 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 and a certified copy of

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

Item Description of Item Quantity Unit Rate in Amount

42 Chevron sign : Providing and fixing sign boards 8.00 No. 4681.35

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50 cm as

per design of IRC-67-2012. Pre treated with

phospheting process and acid etching; coated

with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with Micro

Prismatic Grade retro reflective sheeting of Type-

11 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of 75 x

x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of

50 x 50 x 5mm; painted with best quality 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

block of size 45 x 45 x 60cms 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 and a certified copy of

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

43 Providing and laying 20mm thick mix seal 64.00 M.T. 3005.76

surfacing using stone chipping and aggregate

as per MORT&H specification and asphalt

grade VG-30 for mixing at the rate of 4.5% of

total mix including heating the aggregate and

asphalt by drum mixing plant and including

using asphalt grade VG-30 for tack coat at

the rate of 2.5 kg./ 10 Sqm. spreading with

vibratory roller including providing all

materials equipments tools and plants oil,

kerosene, firewood , labour charges etc.

44 Supplying and fixing reinforced concrete 36.00 Rmt. 3469.25

heavy duty non-pressure pipes with collars

for culverts carrying heavy traffic as per IS

458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to

level or slopes) of class NP3 of following

internal diameters. (v) 900mm dia.

I / We am / are willing to carryout 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.

Item Description of Item Quantity Unit Rate in Amount

Estimated amount put to tender Estimated amount put to tender

Deduct ____________ % Below Add ______________ % Above

[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] All work zone safety and traffic management measures, including signage, barricading,

delineation, flagmen, night-time illumination, lane closures, and construction and maintenance of

temporary diversion roads/lanes for traffic movement, shall be carried out by the bidder at their

own cost. These activities shall be executed strictly in accordance with IRC:SP:55 “Guidelines on

Safety in Road Construction Zones,” IRC:SP:94 “Manual for Traffic Control Devices,” and other

applicable IRC/MoRTH guidelines. No separate payment shall be made for these provisions, and

it shall be deemed that the cost of the same is included within the contractor’s quoted rates.

[6] Credit for 70% materials to be reused and dismantalled materials of amount of Rs.

must be recovered from 1st R.A. bill of Contractor's.

Deputy Exe. Engineer Executive Engineer

Rajula (R&B) Sub Division Amreli (R&B) Division