(MMGSY 2026-27 (B) Resurfacing & Strengthening) Resurfacing of Various Roads of Pardi Taluka, Dist.Valsad (PKG-14) (Total 4 Roads 4.50 km) 1.Resurfacing of Tukwada Main road to Vivran Faliya Talav to Halpatiwas Towards Road Ta.Pardi, Dist.Valsad. 2. Resurfacing of Tukwada Ambach Main Road to Koliwad towards Road Ta.Pardi, Dist.Valsad. 3.Resurfacing of Tukwada Baavri Mora to Anganwadi towards Road (with RCC Gutter)Ta.Pardi, Dist.Valsad. 4. Resurfacing of Pardi Pariya Road to Vad Falia towards Road Ta.Pardi, Dist.Valsad.

Name of work :- Resurfacing of Various Roads of Pardi Taluka, Dist.Valsad (PKG-14) (Total

Roads 4.50 km) 1.Resurfacing of Tukwada Main road to Vivran Faliya Talav to Halpatiwas

Towards Road Ta.Pardi, Dist.Valsad. 2. Resurfacing of Tukwada Ambach Main Road to Koliwad

towards Road Ta.Pardi, Dist.Valsad. 3.Resurfacing of Tukwada Baavri Mora to Anganwadi

towards Road (with RCC Gutter)Ta.Pardi, Dist.Valsad. 4. Resurfacing of Pardi Pariya Road to

Vad Falia towards Road Ta.Pardi, Dist.Valsad.

: : BILL OF QUATITES : :

Estimated Rate Total amount

Estimated Rate Total amount

Sr. according to

but may Item of work Unit

No. In figures estimated

1 0.25 Clearing and grubbing road land including 28393.04 Hect

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

2 1230.00 Earth work in cutting in all sorts of soil and 128.07 Cu.mt

soft murrum including conveying and

spreading the stuff,embankment as and

where directed within 200 meters from the

end of the cutting wirh all required lead and

3 315.00 Hard Murrum filling for embankment 443.39 Cu.mt

including breaking clods, dressing with all

lead and lift and including watering rolling,

and consolidation of subgrade in layers at

O.M.C. to required dry density including

filling the depression which occur during the

process using power roller 8T to 10T (E)

From borrow area with all lead

4 12375.00 Scarifying gravelled macadam or bitumen 40.72 Sq.mt

macadam surface 6cm to 10 cm depth

including stacking useful materials on road

side as directed.

5 16.00 Consructing of granular sub-base Gr-II by 618.63 Cu.mt

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

6 1642.00 Providing and laying wet mix macadam base 742.21 Cu.mt

course 150mm thick 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.

7 12375.00 Providing and applying priming coat with 63.02 Sq.mt

emulsion (SS-1) at the rate of 7.50 kg/

Sq.mt. including cost of asphalt and

preparing the surface heating, and applying

8 360.00 Supplying, stacking & spreading GSB II on 630.87 Cu.mt

road side for hard side shoulder of work as

per specification including rolling & watering

9 75.00 Supplying, fixing & joining reinforced 1952.00 Rmt

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

10 1238.00 Providing & laying 37.50 mm thick 3759.22 MT

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 2.5 kg/10sqmt heating the

asphalt and agg by continues batching of hot

mix plant & spreading the same by pavers

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.

11 211.00 Providing & laying 50 mm thick bituminous 3730.94 MT

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 &

spreading the same by pavers finisher and

consolidation with power roller of 80 to

KN with necessary equipment, oil, kerosene,

fire, wood, labour charges etc. complete with

contractor's own machinary.

12 963.85 Providing and laying 25 mm thick compacted 4763.84 MT

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 drum mix plant and spreading the same

by paver finisher and consolidation with

vibratory roller including providing all

materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc.

13 16762.50 Providing and laying asphalt painting on B.T. 42.89 Sq.mt

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. and spreading stone dust for

painting surface at rate of 0.03 cu.mt. /

14 729.00 Excavation for foundation upto 1.5 m. depth 149.83 Cu.mt

including sorting out and stacking of useful

material and disposing off the excavated

stuff as directed by Engineer in charge with

all lead and lift in (a) Dense or hard soil

murrum etc. complete

15 107.30 Providing & filling in foundation with ordinary 3240.34 Cu.mt

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

16 40.00 Provading & casting in situ ordinary cement 3610.75 Cu.mt

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

17 10.00 Supplying, fixing & joining reinforced 3246.19 Rmt

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-3 900 mm

18 68.88 Wall painting two coats with plastic emulsion 80.35 Sq.mt

paint of approved brand and manufacturer

on wall surfaces to give an even shade

including thoroughly brushing the surface to

remove all dirt, dust, mortar drops and other

foreign matter. ( It. No. 18031/ P

19 270.00 Provading & casting in situ ordinary cement 3981.42 Cu.mt

concrete M 200 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

20 15.30 Providing and fixing in position ISI mark TMT 73217.53 MT

(Fe-500) bar for temperature reinforcement

for mass concrete pier/abutment returns

including cutting bending and tying as

required complete

21 750.00 Providing and laying weep hole in abutment 84.95 No

and return by using P.V.C. pipes of 100mm

diameter with laying in proper grade and

jointing complete etc. as per detailed