Civil Work

NAME OF WORK :- CONSTRUCTION OF CANAL STRUCTURE ON SAVLI - TIMBA ROAD AT CH.

4/800 TO 5/000 AND 29/200 TO 29/400, DIST. VADODARA.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

1 Diversion of watercourse / providing cofferdam and 2.00 Each 20200.00

bund or island as may be necessary for foundation and

maintaining the same for the period as may be

2 Demarkation of road alingment including marking out 0.09 Km 2706.50

road 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.

3 Providing flood gauge marks on substructure as per 5.10 Rmt 159.14

design including painting complete.

4 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 mt. 726.90 Cum 498.94

(B) Depth from 3.0 mt to 6.0 mt 164.40 Cum 585.37

5 Empty boring through all Sorts of strata including Rock 134.00 Rmt 4520.62

for providing 1Mt R.C.C. bored piles to required depth

including providing necessary casting pipe with all

plants and equipment's as required complete.

6 Providing 6mm thick steel liner for piles including 1.80 MT 47323.73

fabricating and setting out as per detail drawing as

7 Providing and laying controlled cement concrete of M 106.00 Cum 4798.51

30 for R.C.C. bored piles. including ramming, vibrating

and finishing excluding T.M.T Reinforcement complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

8 Providing and fixing in position (Thermo mechanically 16.00 MT 86991.30

treated 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.

9 Initial load test for pile in accordance with IS 2911 750.00 MT 187.38

including installation of loading platform & preparation

of pile head or construction of test cap & dismantaling

of test cap after test etc. with all labour,material,tool &

plants, equipment,machinery, etc. complete as per

drawing & specification as directed by the Engineer.

10 Routine load test pile in accordance with IS 2911 2.00 Nos 35767.11

including installation of loading platform & preparation

of pile head or construction of test cap & dismantaling

of test cap after test etc. with all labour,material,tool &

plants, equipment,machinery, etc. complete as per

drawing & specification as directed by the Engineer.

11 Conducting Pile low strain integrity test as per ASTM D 12.00 Nos 1212.00

5882- 96 code of American Society for Testing on cast -

in situ RCC pile of 1000 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

12 Providing & filling in foundation as base course with 29.00 Cum 3306.84

ordinary cement concrete of M 10 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

13 Providing and casting in-situ controlled cement 154.00 Cum 4982.33

concrete of M 30 For R.C.C. work for footing & piles

cap including necessary form work vibrating, curing and

finishing complete.

14 Providing and fixing in position (Thermo mechanically 58.17 MT 87193.30

treated bars) TMT Fe550D-Fusion Bonded Epoxy Coating

(FBEC) conforming to IS 1786 reinforcing bars of various

diamneters for R.C.C piles cap, pier,Abutments,Aburment

cap , pier cap , sesmic arrester , Pedestal, Retaining wall,

Approach slab, Wearing coar., 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.

15 Providing and casting in situ controlled cement with of

M30 for R.C.C. work in piers, abutment & walls as per

drawing including centering shuttering scaffolding

where necessary laying vibrating curing and finishing

(A) Height from 0.0 M to 5.0 M 159.10 Cu.m. 5313.61

16 Providing and fixing in position fully moulded restrained 69120.00 Cu.cm 0.90

elastometric Bearings as per detailed drawings

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

17 Providing and casting in situ controlled cement concrete 37.40 Cu.m. 5631.76

of M 30 Mix for R.C.C. works in pier cap abutment cap

and dirt wall including controlled cement concrete M

bed block or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary laying

vibrating curing and finishing complete.

18 Providing and casting in situ or precast controlled 81.00 Cu.m. 7653.31

Cement Concrete M-35 for 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.

19 Providing and fixing in position (Thermo mechanically 12.15 MT 88061.90

treated 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

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.

20 Providing and casting in situ controlled cement concrete 45.50 Cu.m. 5547.93

of M 40 for average 100 mm thick wearing coat laid as

directed including tamping vibrating finishing curing

and filling in joints with bitumen complete.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

21 Provision of an Reinforced cement concrete crash 73.00 Rmt 7096.87

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-40 grade

concrete with Fe-550D with FBEC reinforcement

conforming to IRC:21 and dowel bars 25 mm dia,

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 20.00 Each 536.03

including necessary iron gratings as per drawings.

23 Providing and fixing marble slab including engraving 2.00 Each 1012.65

and painting complete.(A) size 75 cm x 60 cm x 40 cm

24 Providing and casting in situ controlled cement concrete 57.40 Cu.m. 5246.95

of M 30 for approach slab including form work curing

and finishing complete.

25 Providing and fixing in position (Thermo mechanically 5.31 MT 86577.20

treated 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

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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

26 Modular Strip / Box Seal Joint (Providing and laying of 22.00 Rmt 2057.37

a modular strip Box steel expansion joint including

anchorage catering to a horizontal movement beyond

70 mm and upto 140mm, complete as per approved

drawings and standard specifications to be installed by

the manufacturer/supplier or their authorised

representative ensuring compliance to the

manufacturer's instructions for installation.)

27 Providing & laying weep hole in Abutments, and returns 110.00 Each 84.63

by using A.C. pipe of 100mm including laying in proper

grade and jointing the completed as per detailed

28 Providing and laying - Fitter Media 600mm thick 159.30 Sq.m 1209.85

directed at the back of abutments, returns and wing

walls as per detailed specifications.

29 Providing & filling in foundation as base course with 85.30 Cum 3677.41

ordinary cement concrete of M 15 mix and providing

necessary vertical pin headers including formwork

vibrating ramming & curing complete.

30 Providing and Casting in situ controlled Cement 122.80 Cum 4707.61

Concrete M-30 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

31 Providing and casting in situ controlled cement concrete 63.00 Cum 5785.28

M-30 for R.C.C. solid slab including centering,

scaffolding, curing and finishing complete.

32 Providing 12 mm thick Pre- moulded asphalt filler 13.00 Sqm 703.53

joints as per drawings.

33 Filling available excavated earth/wethered rock in 357.00 Cum 133.65

trenches,sides of foundations etc. in layers not

exceeding 20 cm in depth consolidating each disposited

layer by ramming and watering.

34 Providing & laying Earth work including breaking clods 821.00 Cum 371.68

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 8.T. to 10 T

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

35 Clearing and grubbing road land including uprooting 0.10 Hect. 28455.09

rank 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.

36 Box cutting the road surface to proper slope and 342.00 Cum 106.81

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 50Mt.lead

37 Construction of compacted coarsed granular subbase 103.00 Cum 1074.64

150 mm thick (Grade-I crushed B.T materials of 53 mm

,Below 2.36 mm @ 30 %) 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

38 Construction of 150 mm thick compacted coarsed 103.00 Cum 1103.53

granular subbase by providing coarse graded machine

crushed B.T. material satisfying MOST specification

(Grade-V crushed B.T. stone aggregate 53 mm to

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.

39 Providing, Laying, spreading and compacting 250 mm 171.00 Cum 957.48

thick graded stone aggregates to wet mix macadam in

Two layers each of 125 mm 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.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

40 Providing and laying 65 mm thick DBM in Single layer 103.00 MT 3434.00

using 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 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 etc. complete

41 Providing and laying 30 mm thick Bituminous Concrete 194.00 MT 3781.84

with B.T. aggregate as per M.O.R.T. & H. and asphalt

Grade: VG-30 for mixing @ 54.00 KG. / M.T. i.e. 5.4%

by weight of total mix including heating and mixing the

aggregate and asphalt by continuous of Batch mix plant

and hot laid process laying with paver finisher and

consolidation with Vibratory roller as per M.O.R.T. & H

specification to achieve desire density, including cost all

materials equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using

contractor's own machineries Batch mix plant and

paver finisher etc. complete.

42 Providing and applying priming coat with emulsion SS1 683.00 Sqm 61.00

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

of asphalt and preparing the surface heating, and

applying etc. complete.

43 Road marking with hot applied thermo plastic paints 120.00 Sqm 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick includlng reflectorsing glass

beads@ 250 gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC-35

2015. The finished surface to be level,uniform and free

from sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

44 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 111.00 Nos 326.23

Shanks Raised Pavement Markers made of

polycarbonate and ABS molded 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,

mm and 130 mm and with minimum reflective area of

13 Sq.cm. 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 Kg.

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 Engineer-in-charge.

45 Cautionary Warning Sign :-Providing and fixing sign 2.00 Nos 5077.27

boards 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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

46 Facility Informatory Sign :-Providing and fixing sign 2.00 Nos 5906.48

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 80 x 60 cms

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade

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

and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruction of

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

CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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

47 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 Nos 4618.73

boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 60 cms Dia Circle as

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

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade

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

and latest M.O.S.T.Specifications; 3.6mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruction of

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

CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

48 Chevron sign :-Providing and fixing sign boards made 5.00 Nos 4681.35

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum

composite Panel); size 60x50 cm as per design of IRC-

67-2012. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two

coats of best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiectivesheeting of Type-

11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x

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

frame fabricated from suitable size iron angle of 50 x

50 x 5mm; painted with bestquality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals for each board shall be as per

the instruction of engineer in charge.The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty

for 10 years for the Retro reflective sheeting from

originaa manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective

49 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Nos 3666.30

made out of 2.0 mm aluminium sheet / 4 mm ACP

(Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade

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

and latest M.O.S.T.Specifications; 1.8mtr long stand

post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The details of

symbol foreach board shall be as per theinstruction of

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

CC blockof size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

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

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures

50 Providing and fixing pre-cast concrete kerb stone of 252.00 Rmt 370.68

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M25 grade concret as per

approved design and including excavation for fixing in

proper line and level,filling the joint with C:M 1:3

(1cement:3 fine sand) etc complete.

51 Portable Barricade in Construction Zone (Installation of 40.00 Each 3952.13

a steel portable barricade with horizontal rail 300 mm

wide, 2.5 m in length fitted on a 'A' frame made with

45 x 45 x 5 mm angle iron section, 1.5 m in height,

horizontal rail painted (2 coats) with yellow and white

stripes, 150 mm in width at an angle of 450, 'A' frame

painted with 2 coats of yellow paint, complete as per

IRC:SP:55-2001 )

One Crore Seventy Four Lac Twenty One Thousand Seven Hundred Twenty Seven & Paise Sixteen 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

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

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

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.

Deputy Executive Engineer Divisional Account Executive Engineer

District (R&B) Sub Division No-2 District (R&B) Division District (R&B) Division

Vadodara Vadodara Vadodara

BILL OF QUANTITIES

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) figures