MMGSY 2026-27 Resurfacing of Borlai Borigam Main Road to Rakeshbhais Shop to Ishvarbhais House Towards Road.(VR NP) Ta.Umargam, Dist.Valsad. (Pk-16, 1.00 km length)

Name of Work : MMGSY 2026-27 Resurfacing of Borlai Borigam Main Road to

Rakeshbhai's Shop to Ishvarbhai's House Towards Road.(VR NP) Ta.Umargam, Dist.Valsad.

(Pk-16, 1.00 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 896.23 Cum 128.070

from the end of the cutting wirh all

required lead and lift.

Providing and fixing Information

Board/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

3 x 3 mm, 75 x 75 x 6 mm as required 2.00 NO 7070.000

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.

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/

7 10 Sq.mt. including cost of asphalt and 3143.00 Sqm 61.310

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 90.00 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 10.00 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

10 gradation and laying with paver finisher 273.94 MT 2704.780

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 37.50 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 &

11 spreading the same by pavers finisher 302.00 MT 3675.390

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 98.62 MT 4690.440

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

5.00Kg / 10Sq.mt. and spreading stone

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

14 excavated stuff as directed by Engineer 41.00 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

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

17 Specifications including setting and 10.00 Rmt 3446.500

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

18 even shade including thoroughly 51.54 Sqm 80.350

brushing the surface to remove all dirt,

dust, mortar drops and other foreign