Resurfacing of SH to Lutavadar-Pipaliya Road (NP-BT) Km.0/00 to 2/400 Ta. Morbi Dist. Morbi (Under MMGSY Yojna (SCSP) Year 2026-27)

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and reference Rate In

Quantity Unit Amount

No.. to book of Specification) Figures

1 Clearing and grubbing road land including uprooting rank 0.71 Hect 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up to

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

unserviceable materials (C) By mechanical means in area of

2 Earthwork for Embankment including breaking clods,dressing 1706.10 Cum 157.91

etc.complete with all lead and lift. (Excluding watering &

consolidation)(C) From Borrow Area within All Lead.a and

Should Have CBR not Less Than 6%

3 Supplying,Stacking,Spreading,Rolling,Watering & Consolidation 526.00 Cum 780.62

to Desired Density of Quarry Spall With All lead and Lift.

4 Earthwork in cuting in all sorts of soil and soft murrum including 1234.80 Cum 134.47

conveying and spreading the stuff, embankment as and where

directed up to 200m laed from the end of the cutting with all

required lead and lift.

5 Rolling of earth work in layers with Power roller including filling 2221.90 Cum 22.95

in depressions which occur during the process and Watering of

Earth Work As directed.

6 Water Bound Macadam Grading-II (By Manual Means) 44.00 Cum 1402.48

Providing, laying, spreading and 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. (As per Technical

Specification Clause 404)

7 Cement Concrete Pavement M-25 (Construction of un- 208.20 Cum 6764.07

reinforced, dowel jointed, plain cement concrete pavement over

a prepared sub |base with 53 grade cement @ 380 kg per cum,

coarse and fine aggregate conforming to 1S 383, maximum

size of coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix design,

transported to site, laid with a fixed form or 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, sealant, debonding strip, dowel bar, tie rod, admixtures

as approved, curing compound, finishing to lines and grades as

per drawing) (As per Standard Databook for Roads & Bridges

MORTH |SPECIFICATION CLAUSE-602/Item No.6.2)

8 Providing & Laying Bitumeneous Grout 37.50 mm thick using 577.00 MT 2854.76

Emulsion RS-1 (Bulk) for tack coat at the rate of 2.50 Kg/

sqm on B.T. surface and using B.T.chips for required

gradation with the asphalt of grade VG-30 at the rate of 1.99 %

i.e. 19.90 Kg./Mt by weight of mix including heating and mixing

in drum mix plant, transporting the mix and spreading the same

by paver finisher and consolidation as per MOST specification

including cost of all Materials, fuel, labours, tools and plants

etc. using contractor's own drum mix plant etc. complete.

9 Providing, laying and rolling of 20mm thick compacted mix seal 310.00 MT 4861.63

surface (MSS) with B.T. and aggregate as specified using

bitumen for mixing with aggregate at the rate of 5.10% i.e.

51.00 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 firewood,

oil, lubricants, labour charges, using contractor's own drum mix

plant, machineries and equipment, tools etc. including flushing

of sand 0.27 Cum/10 Sqm etc. complete in accordance with the

requirement of specification.

10 Providing, laying and rolling of 25mm thick using Asphalt 353.00 MT 3985.76

Viscosity grade of VG-30 open graded premix bituminous

carpet with B.T. aggregate as specified and using Emulsion

RS1 (Bulk) For Tack Coat at the rate of 2.50 Kg/10 Sqm on

B.T.Surface .( As per IRC-16) and using bitumen for mixing

with aggregate at the rate of 3.36% i.e. 33.60 Kg/M.T. of total

mix including heating and mixing in drum mix pant, spreading

the same with paver finisher and consolidation with vibratory

roller includng necessary firewood, oil lubricants, labour

charges etc. using equipment, tool etc completed in

accordance with the requirement of specification..

11 Providing & Filling in Foundation With ordinary cement concrete 160.70 Cum 3715.62

M-150 mix and providing necessary Vertical pin headers

including Formwork,Vibrating,Ramming, curing and finishing

12 Providing and Fixing in position FE 550D TMT bar reinforement 24.960 MT 73243.01

including cutting, bending,hooking 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.

13 Providing and laying in position FE 550D TMT bar 1.820 MT 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Returns & Walls/Caps/Copings

14 W'' : Metal Beam Crash Barrier Providing and erecting a "W" 64.00 Rmt 3723.46

metal beam crash barrier comprising of 3mm thick corrugated

sheet metal beam rail, 70cm above road/ground level, fixed on

ISMC series channel vertical post, 150x75x5mm spaced 2m

centre to centre, 1.8m high, 1.1m 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

150x75x5mm, 330mm long complete. (As per MORTH

SPECIFICATION clause 810)

15 Filling available excavated earth (excluding rock) in trenches. 101.30 Cum 136.91

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

16 Providing and laying weep hole in Abutments and returns by 176.00 No 86.69

using A.C.pipe of 100mm.dia.incl.laying in proper grade and

jointing the completed as per detailed specification.

17 Providing temporary all weather and fair weather diversion 130.00 Rmt 2472.48

suitable for traffic during the construction period of the bridge

/slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

18 Excavation for foundation in sand, gravel, clay soft soils and 756.00 Cum 511.11

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto All Lead

19 Excavation for foundation in hard murrum and boulders and 337.40 Cum 611.32

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 .

20 Providing and laying rubble for appron (each stone weighting 114.50 Cum 1083.81

not less and than 40Kg) including and packing and filling in the

interestices with quarry spalls

21 Providing and casting in situ. controlled Cement Conrete M-250 190.30 Cum 4697.25

for R.C.C. Raft and cut-off walls including necessary shuttering

laying, vibrating ramming of curing complete

22 Providing and casting in situ controlled cement concrete M-200 449.80 Cum 5198.58

for R.C.C. Wall/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/

R.C.C. Walls (2) Abutment (3) RCC return

23 Providing and casting in situ Controlled cement concrete M- 105.70 Cum 5256.06

250 for R.C.C. solid slab including centering, scaffolding curing

and finishing complete.

24 Providing and casting in situ Controlled cement concrete M-250 31.60 Cum 5235.67

for approach slab including formwork curing and finishing

25 Providing and casting in situ controlled cement concrete M-200 6.80 Cum 4842.86

for Kerbs/Kerb blocks including form work,curing and finishing

26 Providing and casting in situ controlled cement concrete M-200 70.70 Cum 5271.78

for Average 75/150mm thickness wearing coat laid as

directed dincluding tamping, vibrating, finishing, curing and

fillingin joints with bitumen complete

27 Providing Pre-moulded asphalt filler joints as per drawings (A) 12.40 Sqm 703.52

28 Provding GI 100 mm diameter water spouts including 32.00 No 536.02

necessary iron gratings as per drawings.

29 Providing and laying filter media 600mm.thick directed at the 109.40 Sqm 1239.35

back of abutments, returns and wing walls as per detailed

30 Providing parapet of ordinary cement concrete M-200 as per 82.80 Rmt 1082.18

detailed drawings with necessary reainforcement including,

shuttering, laying vibrating and finishing to line and level

complete.(ii) Cast in situ.

31 Dismentalling the existing structure including removing and 75.30 Cum 930.35

stacking the dismentalled materials as and where directed (A)

32 Dismentalling the existing structure including removing and 194.50 Cum 409.22

stacking the dismentalled materials as and where directed.(B)

Rubble masonary

33 Providing flood gauge marks on sub structure as per design 18.00 Rmt 167.03

including painting complete.

34 Providing and fixing Hectometer as per I.R.C. type design 10.00 No 356.49

including paiting, lettering etc. complete (ii) Fixing in Cement

Concrete 1:5:10

35 Providing and fixing guard stone as per I.R.C. type design 240.00 No 350.80

including white wasins etc. complete (ii) Fixing in Cement

Concrete 1:5:10

36 Providing and fixing ordinary Kilometer stone of precast C.C. 2.00 No 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including painting,lettering etc.

complete.(For ODR Road,VR)

37 Providing and fixing indicator stone of approved stone as per 108.00 No 102.84

I.R.C. type design in C.C. 1:4:8 including white washing etc.

complete.(ii) Fixing in Earth

38 Citizen' s information Board- Providing and fixing of typical 1.00 No 7393.20

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 75 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

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

39 Sign Board per square Meter :-Providing and fixing sing boards 8.00 No 7615.37

made out of 2mm aluminium sheet; size 1 Meter x 1 Meter as

as per the design given by engineer in charge pre treated 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; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame may be

fabricated either from suitable size iron angle of 35 x 35x 3mm

& 50 x 50 x 5mm & 75 x 75 x 6mm as required 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) Engineer Grade(VR)...

40 Village Name / Bump Ahead Sign : 9.00 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.(B) Engineer

41 Direction sign (Junction board):-Providing and fixing sing 1.00 No 14831.70

boards made out of 2mm aluminium sheet; size 244 x 122cms.

rectangle as as per the design of IRC-67-1977 pre treated 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; Letters and numerals should be as per

IRC-30-1968, 3.1m long (2 nos) stand post and frame

fabricated from suitable size iron angle of 50 x 50 x 5mm

75x75x6mm as required; 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) Engineer Grade

42 Hazard Marker Sign :-Providing and fixing sing boards made 6.00 No 2423.73

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 Grade.

43 Road marking with hot applied thermoplastic paints with 504.00 Sqm 367.72

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

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.

44 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 281.00 No 326.23

Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering

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

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

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

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

with minimum reflective area of 13 Sqcm on each side and the

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

detachment of the integrated cylindrical shanks, (of diameter

not less than 19 +/- 2 mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the shanks to go inside,

without nails and using epoxy resin based adhesive as per

manufacturers recommendation and The color of the marker

should be as per the IRC 35-2015 and as directed by Engineer-

Rupees One Crore Sixty Lakh Ninty Six Thousand Seven Hundred Fifty Two and Paise Eighty Seven

Fixed Deduction for available material from dismantling for First R.A. Bill -32,187.00

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

* Estimated Amount 1,60,96,752.87 * Estimated Amount

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

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

Note:- Amount Rs.32187 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Deputy Executive Engineer Executive Engineer

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