BLP 2025-26 Widening & Strengthening of Bhilad Nagvas Main Road to Joining Water Tank Road of Umargam Taluka, Dist.Valsad.

Name of Work : BLP 2025-26 Widening & Strengthening of Bhilad Nagvas Main Road to

Joining Water Tank Road of Umargam Taluka, Dist.Valsad.

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 0.48 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 404.00 Cum 128.070

from the end of the cutting wirh all

required lead and lift.

Earthwork for embankment including

breaking clods, dressing with all lead

and lift and including watering rolling,

and consolidation of subgrade in layers

3 at O.M.C. to required dry density 1212.86 Cum 169.440

including filling the depression which

occur during the process using power

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

Box cutting the road surface to proper

slope and camber for making a base for

road work including removing the

4 excavated stuff and despositing on the 2685.00 Cum 104.040

road side slope as directed upto 50mt

Scarifying gravelled macadam or

bitumen macadam surface 6cm to

cm depth including stacking useful

materials on road side disposing of 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@ 75 per

cent,2.36 mm below@25 per cent)

6 including spreading in uniform layer with 764.00 Cum 623.170

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

7 percent,2.36 mm below@20 per cent) 690.00 Cum 668.620

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.

Supplying & laying of bi-axial extruded

high modulus polypropylene geogrid

coforming to MORT&H specification for

base/sub-base reinforcement having

minimum tensile strength 20kN/m in the

longitudinal and transverse direction,

8 with 7kN/m and 14kN/m tensile strength 4300.00 Sqm 153.520

at 2% and 5% strain respectively in the

longitudinal and transverse direction,

junction efficiency not less than 95%

and with 38mm X 38mm mesh opening.

Providing and laying wet mix macadam

base course 1 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,

9 spreading in to grade and camber with 791.00 Cum 733.260

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/

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

11 shoulder of work as per specification 300.00 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

12 Specifications including setting and 37.50 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 & filling in foundation with

ordinary cement concrete M 100 mix &

13 providing necessary vertical pin headers 145.20 Cum 3240.340

including formwork, vibrating ramming

and curing complete.

High-strength precast reinforced cement

concrete 600 x 600 size drains with lid,

manufactured with high - performance

self-compacting concrete, as per

Japanese Industrial Standards (JIS).

Conforming to Indian standards, and

14 capable of a wheel load of 1.8 kN/m2 400.00 Rmt 6898.300

for pedestrian movement. Useful for

applications such as storm water drains,

canals and power and

telecommunication cable ducts.

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 &

15 spreading the same by pavers finisher 545.00 MT 2593.680

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 50mm thick Dense

graded bituminous macadam Gr.II with

tack coat at 2.50 Kg/10 Sq.mt. of

Emulsion grade RS-1 by mechanical

sprayer and using stone chips as per

MORT&H gradation and asphalt VG-30

grade @ 4.50% (As per mix design)by

total weight of mix for binder by batch

16 mix hot laid process including 805.00 MT 3059.290

transporting the mix and spreading the

same by paver finisher and

consolidation by vibratory roller

including providing and operating

required drum mix plant & machinery

cost of fuel, asphalt, oil, lubricant &

labour charges etc. complete.

Providing and laying 30 mm thick

compacted Bituminuous Concrete using

stone chips as per MORT&H gradation

& VG-30 grade asphalt for mixing @

5.50% (As per mix design) by weight of

total mix for binder including heating the

aggregate and asphalt by Batch mix

17 plant and spreading the same by sensor 504.00 MT 3385.520

paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants,

oil, kerosene, fire wood, labour charges

Excavation for foundation upto 1.5 m.

depth including sorting out and stacking

of useful material and disposing off the

18 excavated stuff as directed by Engineer 459.80 Cum 149.830

in charge with all lead and lift in (B)

Dense or hard soil murrum etc. complete

Excavation for foundation in sand,

gravel, clay soft soil & murrum etc.

including shoring, strutting and

19 dewatering as necessary and 195.00 Cum 501.090

dispossing of the excavated stuff as

directed depth upto 3.0 mt.

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

21 Specifications including setting and 25.00 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)

Providing and filling in foundation with

controlled cement concrete M.150 mix

22 and providing necessary vertical pin 39.55 Cum 3682.680

headers including form work vibrating

ramming and curing complete.

Providing and casting in situ controlled

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

Approach slab and cutt off walls as per

23 drawing including necessary shuttering, 137.82 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

24 centering shuttering, scaffolding where 58.74 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

blocks including form work, curing and

finishing complete

Providing and casting in situ controlled

cement concrete M.250 for average

75mm to 100mm thick wearing coat laid

26 as directed including temping, vibrating, 5.92 Cum 5279.920

finishing, curing & filling in joints with

bitumen complete.

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give

27 an even shade including thoroughly 110.48 Sqm 80.350

brushing the surface to remove all dirt,

dust, mortar drops and other foreign

Providing and fixing 20 cm x 15 cm x

2.5 cm. Thick year plate of marble stone

28 set in C.M. 1:4 including finishing and 2.00 Nos 279.690

engraving letters etc. complete.

Providing and fixing in position ISI mark

TMT (Fe-500) bar for temperature

reinforcement for mass concrete

pier/abutment returns including cutting

bending and tying as required complete

Providing and laying weep hole in

abutment and return by using P.V.C.

30 pipes of 100mm diameter with laying in 513.00 No 84.950

proper grade and jointing complete etc.

as per detailed specification

Providing and laying filter media

mm thick as directed at the back of

31 abutments and returns and wing walls 539.16 Sqm 1248.740

as per detailed specifications.

Providing and fixing marble slab

32 including engraving and painting 1.00 No 1012.640

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

Providing and fixing G.I. 100 mm

diameter water spout including

necessary iron gratings as per drawing

Diversion of water course, providing

cofferdam and bund and bund or island

as may be necessary for foundation and

34 maintaining the same for the period as 1.00 No 40400.000

may be necessary (A) Diversion by

Dismentalling the existing structure

including removing and stacking the

35 dismentalled materials as and where 9.60 Cum 909.900

directed. (A) RCC Structure

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

36 drain water, supplying, spreading and 20.00 Rmt 4485.200

compacting 200 mm thick GSB grade I

& 200 mm thick GSB grade II

meter carriageway with providing all

safety measures for traffic and

maintaining the diversion in condition till

completion of work etc.complete as

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