MMGSY 2026-27 Resurfacing of Various Road of UmargamTaluka ,Dist.Valsad. (Pk-3, Total 3 Road, 6.05 km Length) 1) KanaduPlatpada to joining FansaTatawadi Coastal Highway Road. 2) Kalay Bhandarwad Hanuman Temple to joining Ashramshala Road. 3).Kanadu Dina Falia to Keshav Falia to joining Platpada Road.

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

Dist.Valsad. (Pk-3, Total 3 Road, 6.05 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 1780.00 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 519.75 Cum 104.040

road side slope as directed upto 50mt

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)

4 including spreading in uniform layer with 22.00 Cum 674.680

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

5 percent,2.36 mm below@20 per cent) 260.00 Cum 713.060

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,

6 spreading in to grade and camber with 1293.00 Cum 783.020

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

8 shoulder of work as per specification 363.00 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

9 Specifications including setting and 15.00 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 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

10 by continues batching of hot mix plant & 2497.00 MT 3394.590

spreading the same by pavers finisher

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

11 heating the aggregate and asphalt by 1304.54 MT 4351.060

drum mix plant and spreading the same

by paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants,

oil, kerosene, fire wood, labour charges

Providing and laying asphalt painting on

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

12 5.00Kg / 10Sq.mt. and spreading stone 22687.50 Sqm 38.600

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

13 excavated stuff as directed by Engineer 54.00 Cum 149.830

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

14 including formwork, vibrating ramming 6.00 Cum 3240.340

and curing complete.

Provading & casting in situ ordinary

cement concrete M 150 mix and

providing necessary pinheaders

15 including , shuttering scaffolding laying 39.00 Cum 3610.750

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

16 Specifications including setting and 10.00 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

17 an even shade including thoroughly 68.88 Sqm 80.350

brushing the surface to remove all dirt,

dust, mortar drops and other foreign