Vanbandhu Kalyan Yojna-2 MMGSY 2025-26 Construction of Various Road of Umargam Taluka Dist Valsad (Pk-1 Total -2 Road, 0.80 km Length)

Name of Work :(Vanbandhu Kalyan Yojna-2 MMGSY 2025-26 ) Construction of Various

Road of Umargam Taluka Dist Valsad (Pk-1 Total -2 Road, 0.80 km Length)

BILL OF QUANTITIES

Item No. Item of work Quantity Unit Rate In figures Amount

Clearing and grubbing road land

including uprooting trunk vegetation,

grass bushes, shrubs, sapligs and trees

girth upto 300 mm removal of stumps of

1 trees cut earlier & disposal of 0.04 Hect 28393.000

unserviceable material. (C) By

Mechanical means in area of light jungle.

Earth work in cutting in all sorts of soil

and soft murrum including conveying

and spreading the stuff,embankment as

2 and where directed within 200 meters 247.00 Cum 128.070

from the end of the cutting wirh all

required lead and lift.

Box cutting the road surface to proper

slope and camber for making a base for

road work including removing the

excavated stuff and despositing on the

road side slope as directed upto 50mt

Scarifying gravelled macadam or

bitumen macadam surface 6cm to 10 cm

depth including stacking useful materials

on road side disposing of the remaining

stuff as directed.

Consructing of granular sub-base Gr-II

by providing course graded B.T.

machine crushed material satisfying

MOST specification of (grading II) using

materials (26.5 mm to 4.75 mm@ 75 per

cent,2.36 mm below@25 per cent)

5 including spreading in uniform layer with 210.00 Cum 767.937

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.

Construction of granular sub-base Gr-I

by providing coarse graded B.T.

machine crushed material satisfying

MOST specification of (grading I) using

materials (53 mm to 26.5 mm@ 35 per

cent,26.5 mm to 4.75 mm@45

percent,2.36 mm below@20 per cent)

6 including spreading in uniform layer with 294.00 Cum 813.387

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.

Providing and laying wet mix macadam

base course as per MORTH

specification using machine crushed

B.T. chips as per required gradation,

mixing with required optimum quantity of

water, conveying the mix to site of work,

7 spreading in to grade and camber with 448.00 Cum 876.482

paver/mechanical means and

consolidation each layer with vibratory

roller to aschieve the desired density

including cost of material labour plant

and equipment etc. complete.

Providing and applying priming coat with

emulsion (SS-1) at the rate of 7.50 kg/

10 Sq.mt. including cost of asphalt and

preparing the surface heating, and

applying etc. complete.

Supplying, stacking & spreading Quarry

spall on road side for hard side shoulder

9 of work as per specification including 48.00 Cum 443.390

rolling & watering complete.

Providing & laying bituminious base

course 37.50 mm thick compacted layer

asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and 2.5kg/10

smt RS-1 for tack coat & using B.T.

chips of required gradation including

cleaning and heating asphalt, premix

material by drum mix process in proper

10 gradation and laying with paver finisher 205.32 MT 2307.781

including rolling and consolidation with 8-

10 tonne vibratory roller and providing all

material equipment, tools, and plants,

fire wood, oil, kerosene labour charges

etc. complete using contractor's own

machinaries, drum mix plant and paver

finisher etc. complete.

Providing & laying 37.50mm thick

bituminous macadam with 0.66 cum

stone chips for one M.T. using the

asphalt VG-30 34 kg/M.T. (i.e 3.40%) for

mixing and RS-1 for tack coat

kg/10sqmt heating the asphalt and agg

by continues batching of hot mix plant &

11 spreading the same by pavers finisher 227.00 MT 2980.425

and consolidation with power roller of

to 100 KN with necessary equipment, oil,

kerosene, fire, wood, labour charges etc.

complete with contractor's own

Providing & laying seal coat with B.T.

agg. as specifed using agg. at the rate of

0.18 cu.mt/10Sq.Mt.and bitumen for

mixing agg. at the rate of 4.50% i.e.

45.00 kg/M.T. of total mix for binder

including heating & mixing in hot / drum

mix plant & transporting & sreading the

12 same by paver finisher & consolidation 73.92 MT 3433.516

with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges

etc. using contractor's own drum mix

plant, machineries & equipment, tools

etc. complete in accordance with the

requirement of specification.

Providing and laying asphalt painting on

B.T. surface with bitumen VG-30 at rate

13 5.00Kg / 10Sq.mt. and spreading stone 2737.50 Sqm 31.590

dust for painting surface at rate of

Providing & Fixing ordinary K.M. Stone

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

reinforcement as per I.R.C. type design

14 in C.C. 1:4:8 including painting and 2.00 No 704.330

lettering etc. complete (For :VR)

Providing & Fixing Hectometer stone as

per I.R.C. type design including

15 painting, lettering etc. complete (i) 3.00 No 356.500

Fixing in C.1:5:10

Providing & fixing Village Name Board

Made out of 2mm aluminium sheet; size

90x60cms.rectangle 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 refle retro

reflective 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

16 fabricated from suitable size iron angle 3.00 No 5045.360

of 50x50x5mm. painted with best quality

epoxy coatings in black and white

bends. The details of symbol or

inscription/numbers 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 45x45x60cms. for

each leg, including excavation curing

etc.complete under the supervision of

enginner in charge.(A) Engineering

Logo Board:- Providing and fixing

MMGSY Logo Board made out of 2mm

aluminium sheet, as per the drawing &

design. Pre treated with phospheting

process and acid etching coated with

one coat of epoxy primer and two coat of

best quality epoxy paint, refloctrorized

with retro reflective sheeting as per the

latest M.O.S.T. specification, 3.1 Mt.

long stand post and frame fabricated

from suitable size iron angle of 35 x

17 x 3 mm, 75 x 75 x 6 mm as required 2.00 No 5050.000

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 60 cms for each

leg, including excavation curing etc.

complete under the supervision of

Engineer-In-Charge (A)Engineer grade.

STOP SIGN:-Providing and fixing sing

boards made out of 2mm aluminium

sheet; size 90 x 90cms. rectangle as per

the design of IRC-67-1977 pre treated

with phospheting process & acid teching;

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

18 angle of 35 x 35 x 3mm 75x75x6mm as 4.00 No 4676.060

required; 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

tec. complete under the supervision of

engineer in charge.(A) Engineer

Road Marking with hot applied

thermoplastic compound with

reflectorising glass beads on bituminious

surface. Providing & laying hot applied

thermoplastic compound 2.5 mm thick

19 including reflectorising glass beads @ 115.00 Sqm 367.720

250 gms. per sq.mt. area thickness of

2.5 mm is exclusive of surface applied

glass as per I.R.C. 35 The finished

surface to be level, uniform & free from

streaks & holes.

Supplying and fixing cat eye (Stimsonite)

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of

20 size 12cm x 6cm x 2.5cm) provided with 98.00 No 375.720

bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

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.

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

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

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.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub.Division Panchayat (R & B) Division