Road

Name of Work :- Widening & Strengthening of (Sec-I Gangetha Bhuvavada Vithalpur Km

0/000-6/050) & (Sec-II Bhuvavada App. Km 0/000-0/250) Road (VR)Ta.sutrapada Dist. Gir-

Somnath (Under MMGSY Yojna (Normal) Year 2024-25)

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

1 Clearing and grubbing road land including uprooting 2.06 Hect 28393.03

rank vegetation, grass bushes, shrubs, saplings and

trees girth upto 300mm, removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By

Mechanical means in area of Light Jungle

2 Earth work for embankment including breaking clods, 15421.00 Cum 318.51

dressing with all lead and lift.(Excluding watering and

consolidation) Selected soil From borrow area within

Land width from All lead , Executed with

machineries.(Selected soil to be used For earthwork

shall be From BORROW AREA only having CBR not

less than 6.00%)

3 Box cutting the road surface to proper slope and 4674.00 Cum 104.20

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slopes as directed upto All Lead.

4 Earthwork in cuting in all sorts of soil and soft murrum 1909.00 Cum 127.74

including conveying and spreading the stuff,

embankment as and where directed up to all laed from

the end of the cutting with all required lead and lift.

5 Rolling and Watering of earth work in layers with 16632.00 Cum 22.48

vibratory roller including filling in depressions which

occur during the process as directed.

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

6 Granular Sub-base with Black trap crushed stone Well 2050.00 Cum 925.41

Graded Material (Table 400.1)By Mix in Place Method

Construction of granular sub-base by providing Black

trap crushed stone well graded material, spreading in

uniform layers 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, complete as per Technical

Specification Clause

For Grading I Material

7 WBM Grading 1 2930.00 Cum 1080.98

Providing, laying, spreading and compacting stone

aggregates of 90 to 45 mm sizes to water bound

macadam specification including spreading in uniform

thickness, hand packing, rolling with smooth wheel

roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of

coarse aggregate, watering and compacting to the

required density grading 2 as per Technical

Specification Clause

By Manual Means

8 WBM Grading 2 Providing, laying, spreading and 950.00 Cum 1061.51

compacting stone aggregates of 63 to 45mm sizes to

water bound macadam specification including

spreading in uniform thickness, hand packing, rolling

with smooth wheel roller 80-100 kN in stages to

proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the

interstices of coarse aggregate, watering and

compacting to the required density grading 2 as per

Technical Specification Clause 405. By Manual Means

9 Providing and filling in foundation with ordinary cement 2497.60 Cum 3500.97

concrete M – 100 mix and providing necessary vertical

pin headers including form work, vibrating, ramming

and curing complete.All Lead

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

10 Construction of concrete road using tremix system 3141.00 Cum 6307.45

with 20cm thick controlled C.C. M-250 concrete mixing

conplast P-211 water reduction admixture @

ml/bag of cement and hardner 62.50 ml/bag using

fixing and removing 'C' channels of required road

depth levelling if placed concrete with surface vibrator,

finishing the surface with power floter and towel tight

brooming as directed with providing expansion joints

20 x 200 mm and construction joints 20 x 20 mm using

cocnrete cutter machine etc. complete.All Lead

11 Providing ,laying & rolling 50 mm thick compacted 1934.00 MT 3151.03

DBM- Dense Bitumeneous Macadam (D.B.M.) in one

layer with B.T. aggregates as specified as per

MORTH gradation and Tack coat using Emulsion RS-

1 at 4.00Kg/ 10 sqm & using bitumen VG-30 for

mixing with aggregate at the rate of 4.5 % i.e.

kg / MT of total mix,,including heating and mixing in

Drum mix plant and spreading the same by Paver

finisher and consolidation with Vibratory roller

including necessary including cost of Hire charges,

firewood, oil , Lubricants, labour charges,etc.by using

contractor's own Drum mix plant, machineries and

equipment, tools etc. complete in accordance with the

requirement of specification.

12 Providing, laying and rolling of 40mm thick compacted 1614.00 MT 3490.49

Bitumeneous Concrete (B.C.) With B.T. aggregate as

per MORTH specifications using bitumen grade VG-

30 for mixing at the rate of 55 kg/MT i.e 5.50 % of

total mix ,including heating the asphalt and

aggregate by contineous batching hot mix plant

transporting the mix and spreading the same by paver

finisher and consolidation with vibratory roller including

providing all materials, equipments, tools, plants,

firewood, oil, kerosene, labour charges etc.using

contractor's own plant and machineries

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

13 Excavation for foundation upto 1.5 m. depth including 630.00 Cum 241.79

sorting out and stacking of useful materials and

disposing of the excavated stuff upto All lead. Dense

14 Excavation for foundation upto 1.5 m depth incl. 606.00 Cum 412.00

Sorting out & stacking of useful material & disposing

off the excavated stuff upto 50mt. Lead. (C) Hard

15 Providing & casting in situ ordinary cement concrete M-1825.40 Cum 4062.60

150 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating,

curing and finishing complete without V-Groves.(A)

Height from 0.0 M. to 5.0 M.

16 Providing and fixing in position FE500/500D TMT bar 123.65 MT 72601.86

reinforement including cutting, bending and tying

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

(B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D)

Wearing Coat.(E) Solid Slab

17 Providing and laying in position FE 500/500D TMT bar 25.17 MT 73217.52

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

18 Supplying and fixing reinforced concrete heavy duty 150.00 Rm 649.92

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 daimeters.(i) 300mm dia.

19 Supplying and fixing reinforced concrete heavy duty 37.50 Rmt 5530.94

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 daimeters.(I)1200mm. Dia

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

20 Providing and Fixing FLOOD GAUGE POST 2.00 No 3044.14

conferming to IRC-67-2001 using Engineering grade

retro reflective sheeting including lettering and border

as directed for New Structure.

21 Providing and fixing "W" type metal beam crash safety 610.00 Rmt 2492.68

barrier comprising of single row 3 mm thick galvenized

sheet to be fixed on ISMC 150 (150 mm x 75 mm x

mm) series channel vertical post to be spaced 2.0 mtr

c/c to be kept 1.65 mtr height including necessary

foundation, fittings with bolts, painting and required all

process as per specification and as per drawing

22 Filling available excavated earth (excluding rock) 2246.00 Cum 130.39

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

23 Providing and laying weep hole in Abutments and 2685.00 No 58.53

returns by using A.C.pipe of 100mm.dia.incl.laying in

proper grade and jointing the completed as per

detailed specification.

24 Diversion for Bridge: Providing temporary diversion 580.00 Rmt 3057.97

suitable for traffic during the construction period of the

bridge/ CD work by Filling Earth Work on Existing

Ground levelling and supplying and spreading quarry

spall & WBM in layer including,Guard Stone,Sign

Board and laying RCC Pipes for temporary passing

flood water etc. complete. And Including Maintenance

for Work Compelet

25 Providing temporary diversion suitable for traffic during 30.00 Rmt 553.48

the construction period of the bridge/ cd work by

levelling existing ground and supplying and spreading

quarry spall in layers etc. complete.

26 Excavation of foundation in hard murrum and boulders 2018.00 Cum 582.21

and very stiff or sticky clays and other similar strata

including shorting out and strutting and dewatering as

necessary and disposing of the excavated stuff as

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

27 Excavation in large boulders and soft rock by welding 918.00 Cum 682.43

including shoring, strutting and dewatering as

necessary and disposing of the excavated stuff as

28 Providing and laying rubble for appron (each stone 273.00 Cum 1041.04

weighting not less and than 40Kg) including and

packing and filling in the interestices with quarry spalls

29 Providing and casting in situ Controlled cement 23.00 Cum 5420.53

concrete M-200 for average 150MM thick wearing

coat laid as directed including tamping,

vibrating,finishing,curing and filling in joints with

bitumen complete

30 Providing and casting in situ. controlled Cement 563.50 Cum 4828.56

Conrete M-250 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating

ramming of curing complete. All lead

31 Providing and casting in situ Controlled cement 290.00 Cum 5537.92

concrete M-25 for R.C.C. solid slab including

centering, scaffolding curing and finishing complete.All

32 Providing and casting in situ Controlled cement 37.70 Cum 5367.40

concrete M-25 for approach slab including formwork

curing and finishing complete.All lead

33 Providing and casting in situ controlled cement 16.40 Cum 5087.95

concrete M-25 for Kerb/ Kerb blocks including

formwork curing and finishing, complete All lead

34 Providing and casting in situ controlled cement 651.60 Cum 5509.23

concrete M-25 for average Various thick wearing coat

laid as directed including tamping,

vibrating,finishing,curing and filling in joints with

bitumen complete.

35 Providing and casting in situ Ordinary cement concrete 2548.40 Cum 4421.29

M-200 and providing necessary pin headers incl.

Shuttering, scaffolding, laying, vibrating, curing and

finishing without V-Groves.(A) Height from 0.0 M. to

36 Providing 12 mmThick Pre-moulded asphalt filler joints 37.00 Sqm 702.12

as per drawings

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

37 Providing G.I. 100mm. Diameter water spouts 44.00 No 536.02

including necessary iron gratings as per drawings.

38 Providing and laying filter media 600mm.thick directed 145.00 Sqm 1180.33

at the back of abutments, returns and wing walls as

per detailed specifications

39 Construction of Precast R.C.C. railing of M 30 grade in 178.60 Rm 1649.86

cast-in-situ with 20 mm nominal size aggregate, true to

line and grade, tolerance of vertical railing post not to

exceed 1 in 500, centre-to-centre spacing between

vertical posts not to exceed 2000 mm as per drawing

and technical specifications Clauses 800, 900 and

1208.3 Incl. Cost Of Two coat Oil painting as directed

by Engineer - in- charge.

40 Finishing wall with weather proof exterior emulsion 453.20 Sqm 114.53

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

41 Dismentalling the existing structure including removing 185.00 Cum 886.05

and stacking the dismentalled materials as and where

directed RCC work

42 Demolition and disposal of un serviceable materials 271.00 Cum 593.35

with all lead and lift (ii) Un reinforced cement concrete

43 Removing all types of Hume pipes and stacking within 23.00 Rmt 374.28

a lead of 1000 m including Earthwork and Dismantling

of Masonry Works as per Technical Specification

Clause 202.600 to 1200mm Dia Pipe

44 Porviding and fixing Precast Cement concrete 24.00 No 356.49

Hectometer as per IRC type desing incl.painting

lettering etc. fixing in C.C. 1:5:10

45 Porviding and fixing Precast cement concrete 240.00 No 203.61

Gaurdstone as per IRC type desing incl.white washing

etc. fixing in C.C. 1:5:10

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

46 Providing and fixing ordinary kilometer stone of 6.00 No 704.33

precast C.C. 1:2:4 including necessary

reinforcement as per IRC type design in C.C.

1:4:8 including painting lettering etc. complete.

47 Providing and fixing indicator stone of approved stone 279.00 No 102.84

as per I.R.C. type design in C.C. 1:4:8 including white

washing etc. complete.(i) Fixing in Earth

48 Providing and fixing 5th kilometer stone of precast 1.00 No 1935.14

C.C. 1:2:4 including necessary reinforcement as

per IRC type design in C.C. 1:4:8 including

painting lettering etc. complete.

49 Supplying and fixing Junction Board of MS plates and 2.00 No 5236.69

angles as per IRC design including fixing in C.C.1:4:8,

with necessary excavation, painting, figuring and

lettering on board etc. complete

50 Providing and fixing Village Name board as per 4.00 No 3437.59

Standard IRC type design of steel plate including

painting,lettering etc. complete with fixing in C.C. 1:4:8

block with necessary excavation

51 Providing and fixing Road Sign of M.S. plate and 16.00 No 3072.98

angle iron including painting, lettering etc. complete

with fixing in C.C. 1:4:8 block with necessary

excavation etc. comp. As per IRC type design (1)

reflective type

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

52 Cautionary warning sign;-Providing & Fixing sign 2.00 No 3808.65

boards made out of 2mm. alluminium sheet size

90x90x90cms. equilateral triangle as per design of

IRC-67-1977 Pretrated with phospheting process &

acid atching : coated with one coat of apoxy primer

and two coats of best quality epoxy paint,

reflectrorised with retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame

fabricated from suitable size iron angle of 35x35x3

mm., 75x75x6mm. required paited 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 45x45x60 cms for each leg,

incl. excavation,curing etc. comp.under the

supervision of Engineer - in charge.

(A) Engineer grade.

53 Citizen' s information Board- Providing and fixing of 1.00 No 8508.24

typical MMGSY information board as per instruction.

Two M.S. sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel

tube will be painted with primer and two coats of epoxy

paints as per drawing Clause 1701 and Annexure

1700.1 (10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

54 Regulatory / Mandatory Signs 6.00 No 3439.80

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy

paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long stand post

and frame fabricated from suitable size iron angle of

35*35*3mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole 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*45*60 cms for each

leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge. (A) Engineer

55 Village Name / Bump Ahead Sign : 6.00 No 5045.36

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 90*60 cms. rectangle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy

paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos) stand

post and frame fabricated from suitable size iron angle

of 50*50*5mm painted with best quality epoxy coatings

in black and white bends the details of symbole 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*45*60 cms for

each leg: including excvation curing etc. comp.under

the supervision of engineer-in-charge. (A) Engineer

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

56 Chevron sign :-Providing and fixing sign boards made out of 48.00 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

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

57 Hazard Marker Sign :- 12.00 No 2423.73

Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 30cms. rectangle as as

per the design/drawing attached (IRC) pretreated with

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with

best quality epoxy coatings The fixing at site shall be

in 1:2:4 CC block of size 45x45x 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge. (A) Engineer

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

58 Road marking with hot applied thermoplastic paints 1649.00 Sqm 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms 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 streaks and holes. zebra patta /bump patta

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

marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/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 resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

59 Supplying and fixing cat eye (Stimsonite) made out 1198.00 No 375.72

from Acrilo beautile sterine injuction high compressed

molding with reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with bituminous

adhesive 100g. with each unit for fixing. (High Intensity

Rupees Nine Crore Ninty Two Lakh Eighteen Thousand Two and Paise Fifty Three

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 9,92,18,002.53 * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

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.

Signature of Contractor

Amount Rs.1258660 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division

Veraval Gir Somnath