New Gujarat Parten 2025-26 Resurfacing Govada Kankaradi Railway Fatak to Adivashi Faliya Towrds Road Ta.Umargam, Dist.Valsad. 0.44 km

Name of Work : New Gujarat Parten 2025-26 Resurfacing Govada Kankaradi Railway

Fatak to Adivashi Faliya Towrds Road Ta.Umargam, Dist.Valsad. 0.44 km

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

1 stumps of trees cut earlier & disposal 0.03 Hect 28393.040

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

and spreading the stuff,embankment

2 as and where directed within 200 63.00 CMT. 128.070

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 1320.00 Sqm 40.720

of the remaining stuff as directed.

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

4 camber with paver/mechanical means 175.00 Cum 945.360

and consolidation each layer with

vibratory roller to aschieve the desired

density including cost of material

labour plant and equipment etc.

Providing and applying priming coat

with emulsion (SS-1) at the rate of

5 7.50 kg/ 10 Sq.mt. including cost of 1320.00 Sqm 41.810

asphalt and preparing the surface

heating, and applying etc. complete.

Supplying, stacking & spreading Hard

Murrum on road side for hard side

shoulder of work as per specification

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

7 Specifications including setting and 5.00 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 gradation and laying with

8 paver finisher including rolling and 99.00 MT 2173.520

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 37.50mm 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

9 & spreading the same by pavers 109.00 MT 2756.290

finisher 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 same by paver finisher &

10 consolidation with vibratory roller incl. 35.64 MT 3168.370

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 5.00Kg / 10Sq.mt. and spreading

11 stone dust for painting surface at rate 1320.00 SQM 28.280

Providing & Fixing ordinary K.M. Stone

Precast C.C. 1:2:4 including

necessary reinforcement as per I.R.C.

12 type design in C.C. 1:4:8 including 1.00 No 704.330

painting and lettering etc. complete

Providing & Fixing Hectometer stone

as per I.R.C. type design including

13 painting, lettering etc. complete (i) 2.00 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

and frame fabricated from suitable size

14 iron angle of 50x50x5mm. painted with 1.00 No 5045.360

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.

15 long stand post and frame fabricated 1.00 No 5050.000

from suitable size iron angle of 35 x

35 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

suitable size iron angle of 35 x 35 x

16 3mm 75x75x6mm as required; painted 2.00 No 4676.060

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

I/We am/are willing to carry out the work at…% above/below percent(Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board with detailed specification and details of work

as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub.Division Panchayat (R & B) Division