TASP - 3054 Road and Bridge 2025-26 TASP - 3054 Road and Bridge 2025-26 Resurfacing of Various Road of Umargam Taluka Dist Valsad (Pk-1 Total 6- Road 3.91 Km Legth) 1.) Tadgam Main Road to towards Parshiwad Road 0.46 km 2.) Govada Godar Faliya Main Road to Prabhubhai Vithal Dubla House towrds Road 0.520 km 3.) Nargol Sahid Nitibhai Bhagatbhai House towrds road 0.47 km 4.) Koliwad Gamrav Rameshbhai House towrds Road 0.68 km 5.) Jamburi Bhandarwad Faliya Virajbhai House to Kantibhai Govind House Road 1.00 km 6.) Saronda Datrai Parshiwad Mahyavanshi Faliya towrds Road 0.78 km (1st Re-invite)

Name of Work : Resurfacing of Various Road of Umargam Taluka Dist Valsad (Pk-1 Total 6-

Road 3.91 Km Legth)

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 0.31 Hect 28393.040

trees cut earlier & disposal of

unserviceable material. (C) By

Mechanical means in area of light

Earth work in cutting in all sorts of soil

and soft murrum including conveying

2 and spreading the stuff,embankment as 707.00 CMT. 128.070

and where directed within 200 meters

from the end of the cutting wirh all

required lead and lift.

Scarifying gravelled macadam or

bitumen macadam surface 6cm to

cm depth including stacking useful

3 materials on road side and disposing of 11730.00 Sqm 40.720

the remaining stuff 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@

per cent,2.36 mm below@25 per cent)

including spreading in uniform layer

4 with motor grader on prepared surface, 352.00 Cum 760.530

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

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

7 shoulder of work as per specification 237.00 CMT. 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

Specifications including setting and

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

gradation and laying with paver finisher

9 including rolling and consolidation with 1158.75 MT 2138.270

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 37.50mm 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 971.00 MT 2721.140

and consolidation with power roller of

80 to 100 KN with necessary

equipment, oil, kerosene, fire, wood,

labour charges etc. complete with

contractor's own machinary.

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

11 same by paver finisher & consolidation 316.71 MT 3134.230

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

Providing and laying asphalt painting on

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

12 5.00Kg / 10Sq.mt. and spreading stone 11730.00 SQM 28.280

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 31.00 Cum 149.830

in charge with all lead and lift in (a)

Dense or hard soil murrum etc.

Providing & filling in foundation with

ordinary cement concrete M 100 mix &

providing necessary vertical pin

14 headers including formwork, vibrating 4.00 Cum 3240.340

ramming and curing complete.

Provading & casting in situ ordinary

cement concrete M 150 mix and

providing necessary pinheaders

15 including , shuttering scaffolding laying 20.00 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 5.00 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 34.44 Sqm 80.350

brushing the surface to remove all dirt,

dust, mortar drops and other foreign

Providing and Fixing 20 cm x 15cm x2.5

cm Thick Year Plate of Marble stone

18 set in C:M 1:4 including finishing and 2.00 No 279.690

engraving Letter etc Completed

Providing & Fixing ordinary K.M. Stone

Precast C.C. 1:2:4 including

necessary reinforcement as per I.R.C.

19 type design in C.C. 1:4:8 including 6.00 No 704.330

painting and lettering etc. complete (For

Providing & Fixing Hectometer stone as

per I.R.C. type design including

20 painting, lettering etc. complete (i) 14.00 No 356.500

Fixing in C.1:5:10

Providing & fixing Village Name Board

Made out of 2mm aluminium sheet; size

90x60cms.rectangle as per the design

of IRC-67-1977. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint, reflectorised with retro refle retro

reflective sheeting as per latest

M.O.S.T. Specifications ;Letters and

numerals should be as per IRC-30-

1968. 3.1m long (2 nos.) Stand post

21 and frame fabricated from suitable size 7.00 No 5045.360

iron angle of 50x50x5mm. painted with

best quality epoxy coatings in black and

white bends. The details of symbol or

inscription/numbers 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

45x45x60cms. for each leg, including

excavation curing etc.complete under

the supervision of enginner in

charge.(A) Engineering Grade

Logo Board:- Providing and fixing 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.

22 long stand post and frame fabricated 6.00 No 5050.000

from suitable size iron angle of 35 x

x 3 mm, 75 x 75 x 6 mm as required

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.

STOP SIGN:-Providing and fixing sing

boards made out of 2mm aluminium

sheet; size 90 x 90cms. rectangle as

per the design of IRC-67-1977 pre

treated with phospheting process & acid

teching; coated with one coat of epoxy

primer and two coats of best quality

epoxy paint; reflectorised with retro

refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long

stand post and frame fabricated from

23 suitable size iron angle of 35 x 35 x 9.00 No 4676.060

3mm 75x75x6mm as required; 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 60cms. for each leg.

including excavation curing tec.

complete under the supervision of

engineer in charge.(A) Engineer