MMGSY 2026-27 Resurfacing of Various Road of UmargamTaluka ,Dist.Valsad. (Pk-1, Total 5 Road, 5.20 km Length) 1. Saronda TarijpadaAntrik Road. 2).Saronda Bandhi khadi Faliya Road. 3). Nargol Machiwad Chandikamata Temple to towards Navinagri Road. 4) NargolTatawadiya to Agyari to Anganwadi towards Road. 5) Saronda Parsiwad Mahyavanshi Falia

Name of Work : MMGSY 2026-27 Resurfacing of Various Road of Umargam Taluka

Dist.Valsad. (Pk-1, Total 5 Road, 5.2 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

trees cut earlier & disposal of

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 1231.00 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

3 excavated stuff and despositing on the 874.50 Cum 104.040

road side slope as directed upto 50mt

Scarifying gravelled macadam or

bitumen macadam surface 6cm to 10 cm

4 depth including stacking useful materials 2625.00 Sqm 40.720

on road side 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)

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.

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)

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.

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,

spreading in to grade and camber with

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 Hard

Murrum on road side for hard side

9 shoulder of work as per specification 312.00 Cum 443.390

including rolling & watering complete.

Supplying, fixing & joining reinforced

concrete heavy duty non pressure pipe

with colars for culverts carryig heavy

traffic as per Indian Railway Standard

10 Specifications including setting and 30.00 Rmt 1952.000

joining the pipe in cement mortar 1:2

watering and laying ( to level or slope) of

I.S. class NP-3 600 mm dia.(Internal)

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

11 gradation and laying with paver finisher 123.75 MT 2627.010

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 50.00mm 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 &

12 spreading the same by pavers finisher 1780.00 MT 3431.350

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 37.50 mm 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 &

13 spreading the same by pavers finisher 137.00 MT 3494.600

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 and laying 25 mm thick

compacted Semi Dense Bituminous

Concrete using stone chips as per

MORT&H gradation & VG-30 grade

asphalt for mixing @ 5.0% by weight of

total mix for binder of bitumen including

heating the aggregate and asphalt by

14 drum mix plant and spreading the same 929.35 MT 4387.260

by paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants,

oil, kerosene, fire wood, labour charges

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

15 same by paver finisher & consolidation 44.55 MT 4070.300

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

16 5.00Kg / 10Sq.mt. and spreading stone 17812.50 Sqm 38.620

dust for painting surface at rate of

Excavation for foundation upto 1.5 m.

depth including sorting out and stacking

of useful material and disposing off the

excavated stuff as directed by Engineer

in charge with all lead and lift in (B)

Dense or hard soil murrum etc. complete

Providing & filling in foundation with

ordinary cement concrete M 100 mix &

providing necessary vertical pin headers

including formwork, vibrating ramming

and curing complete.

Provading & casting in situ ordinary

cement concrete M 150 mix and

providing necessary pinheaders

including , shuttering scaffolding laying

vibrating and finishing without V-

Grooves. (A) Heigth from 0.0 m to 5.0m

for head wall of causeway

Supplying, fixing & joining reinforced

concrete heavy duty non pressure pipe

with colars for culverts carryig heavy

traffic as per Indian Railway Standard

20 Specifications including setting and 20.00 Rmt 3246.190

joining the pipe in cement mortar 1:2

watering and laying ( to level or slope) of

I.S. class NP-3 900 mm dia.(Internal)

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give an

21 even shade including thoroughly 103.32 Sqm 80.350

brushing the surface to remove all dirt,

dust, mortar drops and other foreign