(MMGSY 2026-27 (B) Resurfacing & Strengthening) Resurfacing of Various Roads of Pardi Taluka, Dist.Valsad (PKG-8) (Total 2 Roads 4.20 km) 1. Resurfacing of Nani Tambadi Kevda Falia to Kiritbhai Patel House to Babubhai Kuwarjibhai House Towards Road Ta.Vapi, Dist.Valsad.2. Resurfacing of Moti Tambadi Nani Water Tank to Sarpanchs Falia joining Road. Ta.Nanapondha, Dist.Valsad

Name of work :- Resurfacing of Various Roads of Pardi Taluka, Dist.Valsad (PKG-8) (Total

Roads 4.20 km) 1. Resurfacing of Nani Tambadi Kevda Falia to Kiritbhai Patel House to

Babubhai Kuwarjibhai House Towards Road Ta.Vapi, Dist.Valsad.2. Resurfacing of Moti

Tambadi Nani Water Tank to Sarpanch's Falia joining Road. Ta.Nanapondha, 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 0.17 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

2 794.00 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 14100.00 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.

4 2304.00 Providing and laying wet mix macadam base 729.53 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.

5 14100.00 Providing and applying priming coat with 58.58 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

6 378.00 Supplying, stacking & spreading GSB II on 619.32 Cu.mt

road side for hard side shoulder of work as

per specification including rolling & watering

7 30.00 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

8 623.00 Providing & laying 37.50 mm thick 3414.81 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.

9 730.00 Providing & laying 50 mm thick bituminous 3369.36 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.

10 810.75 Providing and laying 25 mm thick compacted 4324.69 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.

11 14100.00 Providing and laying asphalt painting on B.T. 38.59 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. /

12 31.00 Excavation for foundation upto 1.5 m. depth 299.66 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 (B) Dense or hard soil

murrum etc. complete

13 4.00 Providing & filling in foundation with ordinary 6480.68 Cu.mt

cement concrete M 100 mix & providing

necessary vertical pin headers including

formwork, vibrating ramming and curing

14 20.00 Provading & casting in situ ordinary cement 7221.50 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

15 13.00 Consructing of granular sub-base Gr-II by 1238.26 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

16 5.00 Supplying, fixing & joining reinforced 6492.38 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

17 34.44 Wall painting two coats with plastic emulsion 160.70 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.

18 2.00 Providing and fixing 20 cm x 15 cm x 2.5 cm. 559.38 No

Thick year plate of marble stone set in C.M.

1:4 including finishing and engraving letters