MMGSY 2026-27 Resurfacing of Various Road of UmargamTaluka ,Dist.Valsad. (Pk-9 Total 5 Road, 6.30 km Length) 1. Pali Karambeli Costal Highway to Kakad Faliya Towards Road. 2. Dehli Vadpada Badiyapada joining Sanjan Bhilad Road 3. Pali Dhuya Main Road to Ishvarbhais house Towards Road. 4. Kalay Guru Girnari Mandir to Cricket Ground Towards Road 5. MohangamParasala Nilesh Patels Farm to Yashvant Naikas House Towards Road.

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

Dist.Valsad. (Pk-9 Total 5 Road, 6.30 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

1 girth upto 300 mm removal of stumps of 0.33 Hect 28393.040

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 1491.00 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 756.00 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 330.00 Cum 651.450

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) 1633.00 Cum 689.940

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 1324.00 Cum 756.180

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/

7 10 Sq.mt. including cost of asphalt and 10500.00 Sqm 58.580

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 378.00 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 25.00 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 & 2436.00 MT 3380.070

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

heating the aggregate and asphalt by

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 22125.00 Sqm 38.590

dust for painting surface at rate of