MMGSY 2026-27 Resurfacing of Sarigam Laxmi Vidhyapith Dhapsa Faliya Road Ta Umargam Dist.Valsad. (Pk-12, Total 1 Road, 2.00 km Length)

Name of Work : MMGSY 2026-27 Resurfacing of Sarigam Laxmi Vidhyapith Dhapsa Faliya

Road Ta Umargam Dist.Valsad. (Pk-12, Total 1 Road, 2.00 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

1 trees cut earlier & disposal of 0.16 Hect 28393.040

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 756.00 Cum 128.070

from the end of the cutting wirh all

required lead and lift.

Scarifying gravelled macadam or

bitumen macadam surface 6cm to 10 cm

depth including stacking useful materials

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)

4 including spreading in uniform layer with 151.70 Cum 643.370

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,

6 spreading in to grade and camber with 326.00 Cum 755.480

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 2038.00 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 180.00 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 17.50 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

by continues batching of hot mix plant &

10 spreading the same by pavers finisher 1018.00 MT 3380.470

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

11 drum mix plant and spreading the same 531.88 MT 4336.940

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 9250.00 Sqm 38.590

dust for painting surface at rate of

Excavation for foundation in sand,

gravel, clay soft soil & murrum etc.

including shoring, strutting and

13 dewatering as necessary and dispossing 411.00 Cum 501.090

of the excavated stuff as directed depth

Providing & filling in foundation with

ordinary cement concrete M 100 mix &

14 providing necessary vertical pin headers 32.40 Cum 3240.340

including formwork, vibrating ramming

and curing complete.

Provading & casting in situ ordinary

cement concrete M 150 mix and

providing necessary pinheaders

15 including , shuttering scaffolding laying 396.70 Cum 3682.680

vibrating and finishing without V-

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

for head wall of causeway

Providing and casting in situ controlled

cement concrete M.250 for R.C.C. Box,

Approach slab and cutt off walls as per

16 drawing including necessary shuttering, 109.95 Cum 5170.390

laying, vibrating, ramming and curing

Providing and casting in situ controlled

cement concrete M-200 for R.C.C.

return as per drawings including

17 centering shuttering, scaffolding where 104.46 Cum 5064.660

necessary, laying vibrating, curing and

finishing complete.(A) Height from 0.0 to

Providing and casting in situ controlled

cement concrete M.250 for kerb/kerb

18 blocks including form work, curing and 2.34 Cum 4859.870

finishing complete

Providing and casting in situ controlled

cement concrete M.250 for average

75mm to 100mm thick wearing coat laid

19 as directed including temping, vibrating, 1.47 Cum 5279.920

finishing, curing & filling in joints with

bitumen complete.

Providing and fixing in position ISI mark

TMT (Fe-500) bar for temperature

reinforcement for mass concrete

20 pier/abutment returns including cutting 11.39 MT 73217.520

bending and tying as required complete

Providing and laying weep holes in

abutment & return by using P.V.C. pipe

21 of 100mm diameter with laying in proper 271.00 Nos 84.950

grade & joints complete etc. as per

detailed specification.

Providing and filter media 600mm thick

as directed at the back of abutment

22 returns & wingwall as per detailed 77.84 Sqm 1248.740

Providing and fixing marble slab

23 including engraving and painting 1.00 Nos 1012.640

complete (A) Size 75cm x 60cm x 4cm

Providing and fixing G.I. 100 mm

24 diameter water spout including 4.00 Nos 536.020

necessary iron gratings as per drawing

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give an

25 even shade including thoroughly 18.20 Sqm 80.340

brushing the surface to remove all dirt,

dust, mortar drops and other foreign

Diversion of water course, providing

cofferdam and bund and bund or island

as may be necessary for foundation and

maintaining the same for the period as

may be necessary (A) Diversion by

Providing temporary all weather

diversion suitable for double lane traffic

during the construction period of box

culvert including providing earthwork for

embankment/Cutting as per site

requirement, providing RCC pipes of

suitable diameter in required row to drain

27 water, supplying, spreading and 40.00 Rmt 4527.720

compacting 200 mm thick GSB grade I &

200 mm thick GSB grade II 5.50 meter

carriageway with providing all safety

measures for traffic and maintaining the

diversion in condition till completion of

work etc.complete as directed.

Earthwork for embankment including

breaking clods, dressing with all lead

and lift and including watering rolling,

and consolidation of subgrade in layers

28 at O.M.C. to required dry density 510.00 Cum 169.430

including filling the depression which

occur during the process using power

roller 8T to 10T (E) From borrow area

"W" metal beam crash barrier with base

plate for Bridge portion

Providing and erecting a "W" metal

beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail,

70 cm above road/ground level, fixed on

ISMC series channel vertical post, 150 x

75 x 5 mm spaced 1.5 m centre to

centre. The vertical post fixing at site

shall be on base plate of size 240 x

x 16 mm thick with 6 nos 20 mm dia

grade anchor bolts upto minimum depth

of 200 mm & ISMC vertical post shall be

29 fixed with base plate with 12 mm thick 120.00 Rmt 5040.910

stifnner plate of 100 x 80 mm. All steel

parts and fitments to be galvanised by

hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical post with a

spacer of channel section 150 x 75 x

mm, 330 mm long complete as per

morth specification clause 810 including

butt welding to all nuts & bolts etc.

complete as per instructions of engineer

in charge. Also radium red color strip of

size 100 x 300 mm shall be fixed on

vertical front side of each post for better

night visibility. The end barrier treatment