MMGSY Year 2026-27 Resurfacing of Various Roads in Gandevi Taluka Package No. 31 Total 3 road 4.450 km. 1. Resurfacing of Vadi Malitalav thi Kotha Road. (V.R-N.P) 1.35 KM Ta: Gandevi Dist: Navsari. 2. Resurfacing of Kotha Kharsad Mukhya Rasta thi Hond Talav thai Kanera Road ne Jodato Road (V.R-N.P) 2.40 KM Ta: Gandevi Dist: Navsari. 3. Resurfacing of Kotha Ahirvas Road (V.R-N.P) 0.700 KM Ta: Gandevi Dist: Navsari

Name of Work:- MMGSY Year : 2026-27.Resurfacing of Various Roads in Gandevi Taluka Package No.

Total 3 road 4.450 km. [1]Resurfacing of Vadi Malitalav thi Kotha Road. (V.R-N.P) 1.35 KM Ta:

Gandevi Dist: Navsari. [2]Resurfacing of Kotha Kharsad Mukhya Rasta thi Hond Talav thai Kanera Road

ne Jodato Road (V.R-N.P) 2.40 KM Ta: Gandevi Dist: Navsari.[3]Resurfacing of Kotha Ahirvas Road

(V.R-N.P) 0.700 KM Ta: Gandevi Dist: Navsari.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Quantit Rate In

No. reference to book of specifications) y Figures

1 Clearing and grubbing road land including uprooting 1.00 Hect 34889.38

rank vegetation grass bushes,shrubs,sapling and

trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable

materials(D) By mechanical means in area of thorny

2 Earthwork in cutting in all sorts of soil and soft 926.00 Cum. 106.81

murrum including conveying and putting the stuff in

spoil bank maintaining minimum distance of five

meter between top edge and cutting and toe of

3 Earthwork for embankment including breaking 1344.00 Cum. 173.67

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 within 3.0KM. lead

4 Scarifying gravelled macadam or bitumen macadam 8985.00 Sqmt 41.74

surface 6 cm to 10 cm depth including stacking of

useful materials on road side and disposing off

remaining stuff

5 Construction of Granular Sub Base of 100 mm thick 234.00 Cum. 744.46

by providing coarse graded machine crushed B. T.

material satisfying MOST Specification of Grading - I

using 53mm to 26.50mm 35%, 26.50 mm to 4.75 mm

@ 45% (M.C.Metal), 2.36 mm below @ 20% (Stone

Dust) 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.

6 Construction of Granular Sub Base of 100 mm thick 229.00 Cum. 696.84

by providing coarse graded machine crushed B. T.

material satisfying MOST Specification of Grading -

II using 26.50 mm to 4.75 mm @ 75% (M.C.Metal),

2.36 mm below @ 25% (Stone Dust) 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.

7 Providing and laying wet mix macadam base course 1093.00 Cum. 836.63

of 150 mm 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.

8 Providing and applying hincol made or eqvivalent 8986.00 Sqmt 99.15

grade 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.

9 Supplying Stacking and Spreading the Hard murram 731.00 Cum. 497.93

of 150 mm thick Compacted including filling the

measure boxes of standard size including rolling and

watering etc. complete as per directed.

10 Providing, laying bituminous base course 37.5 mm 880.00 MT 2767.95

thick compacted in One layers with tack coat of

asphalt Emulsion RS 1 at the rate of 2.5 kg/ 10 sqm

for WMM Surface using B.T. stone aggregates of

required gradation and asphalt VG - 30 grade for

mixing @ 1.99 % by weight of total mix 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, equipment, tools and

plants, oil, kerosene, fire wood, labour charges etc.

11 Providing laying & rolling of 25 mm thick Open 703.00 MT 3846.59

graded Premix bituminous carpet with B.T.

aggregate as specified and using Emulsion RS 1 for

tack coat at the rate of 2.5 kg/10 sq.mt. and using

bitumen for Mixing with aggregate at the rate of

3.36 % i.e. 33.60 kg / M.T. of total mix including

heating and mixing in drum mix plant transporting

and spreading the same with paver finisher and

consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges

etc. using contractor's own drum mix plant and

equipment ,tool etc .complete in accordance with

the requirement of specification.

12 Providing and laying seal coat with B.T. 462.00 MT 4400.91

aggregate as specified using aggregate at the rate

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade VG-

30 for mixing with aggregate at the rate of 4.5 %

i.e. 45.00 Kg. / M.T. of total mix including heating

and mixing in drum mix plant and transporting and

spreading the same by paver finisher and

consolidation with vibratory roller including

necessary fire wood , oil , lubricant , labour charges

using contractor's own drum mix plant, machineries

and equipment tools etc. complete in accordance

with the requirement of specification .

13 Providing and laying asphalt painting on B.T. ####### Sqmt 46.29

surface with bitumen VG-30 at rate 5.00Kg /

10Sq.mt. including spreading stone dust for

painting surface at rate of 0.03 cu.mt. / 10 sq.mt.

14 Providing and fixing ordinary Kilometer stone of 9.00 Nos. 704.33

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in C.C.

1:4:8 including painting,lettering etc. complete (For

O.D.R and V.R.)

15 Providing and fixing Hectometer as per I.R.C. type 19.00 Nos. 356.50

design including painting, lettering etc.

complete.(ii) Fixing in C.C. 1:5:10

16 Informatory Signs :-Providing and fixing sing boards 3.00 Nos. 3856.90

made out of 2mm aluminium sheet; size 80 x

60cms. rectangle as per the design of IRC-67-1977

pre treated with phospheting process & acid

teching; coated with one coat of epoxyprimer and

two coats of best qualityepoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best

qualityepoxy coatings in black and whitebends. the

details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer

17 MMHUY Logo Board:- Providing and fixing MMHUY 3.00 Nos. 5050.00

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. long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3 mm, 75 x 75 x 6 mm 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

cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-

Charge (A)Engineering grade..

18 Supplying and fixing reinforced concrete heavy duty 75.00 rmt 2108.86

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 600mm dia.

19 Excavation for foundation upto 1.5m depth 249.70 Cum. 198.92

including sorting out and stacking of useful material

and disposing off the excavted stuff as directed by

Engineer in charge with all lead and lift in (A) Loose

20 Providing and filling in foundation with ordinary 53.40 Cum. 3304.02

cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing completed. (more than 10 ton)

21 Providing and casting in situ ordinary cement 336.80 Cum. 3882.07

concrete M-150 mix and providing necessary vertical

pin headers including shuttering, scafolding,laying,

vibrating, curing and finishing complete without V-

groves.(A) Height from 0.0 M to 5.0 M..

22 Providing and Laying in position FE 500D TMT bar 1.67 MT 73904.14

reinforcement including cutting, bending, hooking

and tying complete as per detailed for the follwing.

(A) Piers (B) Aburtments © R.C.C. Returns

23 Providing and laying weep hole in abutment and 351.00 Nos. 87.07

returning by using P.V.C. pipes of 100 mm diameter

including laying in proper grade and jointing etc.

complete as per detailed specification.

24 Providing and Laying filter media 600mm thick 350.20 Sqmt 1279.96

directed at the back of abutment,returns and wing

wall as per detailed specifications

25 Providing and fixing Guard stone as per I.R.C. type 180.00 Nos. 100.44

design including white washing etc. complete (I)

Fixing in Earth.

26 White washing with lime on wall surface (two coats) 346.79 Sqmt 12.73

to give an even shade including thoroughly booming

the surface to remove all dirt, dust, mortar drops

and other foreign matter.

27 Supplying fixing & joining reinforced concret heavy 7.50 rmt 3271.56

duty non pressure pipe carrying indian railway

standard with collars for culverts carring heavy

traffic as per Indian railway standard specification

including setting and joining the pipe in cement

mortar 1:2 watering or laying (to level and slope )of

I.S.class NP-3 900mm dia internal

28 Providing and fixing Number plate of Marble plate 1.00 Nos. 306.14

stone of required size set in CM 1:4 including

finishing & engeaving ;letters etc. complete.

29 Excavation for foundation upto 1.5 m depth 576.00 Cum. 120.01

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

30 Providing and laying cement concrete 1:3:6 (1- 48.00 Cum. 3080.90

Cement :3- coarse sand : 6- hand broken stone

aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and

31 Supplying and fixing reinforced concrete heavy duty 600.00 rmt 1968.38

non-pressure pipes with collars for culverts carrying

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internaldaimeters.(iii) 600mm dia

32 Constructing brick masonry road gully chamber 26.00 Nos. 8767.25

1100mm x 775mm including 500mm x 450mm (C.I.

horizontalgrating with frame and vertical grating

33 Filling available excavated earth (excluding rock) in 291.04 Cum. 1.32

trenches. plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidating each

dispositedlayer by ramming and watering.

34 Excavation for foundation in sand , gravel , clay , 167.40 Cum. 513.61

soft, soils and murrum etc. including sorting

strutting and dewatering as necessary and disposing

off the excavated stuff as directed. (A) Depth upto

3.0 M and lead upto 100 m for 10 cum

35 Providing and casting in situ ordinary cement 9.90 Cum. 3968.74

concrete M-150 mix and providing necessary vertical

pin headers including shuttering, scafolding,laying,

vibrating, curing and finishing complete without V-

groves. (A) Height from 0.0 M to 5.0 M.

36 Providing and Casting in situ Controlled Cement 27.30 Cum. 4658.26

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

37 Providing and Casting in situ Controlled Cement 9.40 Cum. 5263.24

Concrete M-250 for R.C.C Returns as per drawing

including centering, shuttering, scaffolding where

necessary laying, vibrating, ramming and curing

complete.(A) Height from 0.0 to 5.0m (1) Piers (2)

Abutment (3) RCC Returns

38 Providing and casting in situ Controlled cement 6.90 Cum. 4844.68

concrete M-250 for R.C.C. solid slab including

centering, scaffolding, curing and finishing

39 Providing and Casting in situ Controlled Cement 130.40 Cum. 4527.76

Concrete M-200 for R.C.C. Retuns walls including

necessary shuttering laying, vibrating, ramming and

curing complete.

40 Providing and casting in situ Controlled cement 15.00 Cum. 4555.95

concrete M-250 mix and providing necessary vertical

pin headers including shuttering, scafolding,laying,

vibrating, curing and finishing complete without V-

groves.(A) Height from 0.0 M to 5.0 M.

41 Providing and casting in situ controlled cement 1.30 Cum. 5077.84

concrete M-250 for average 75mm thick wearing

coat laid as directed including tamping, vibrating,

finishing, curing and filling in joints with bitumen

42 Providing and Placing in position Fe 500/500D bar 3.50 MT 73550.85

reinforcement for following R.C.C. work items

including cutting, bending, hooking and tying

complete as per detailed drawing. (1) Curb,

staining, cap and RCC Raft,(2) Piers, Abutments, (3)

Solid slab, Deck Slab,(4) RCC Kerb, RCC Footpath,

RCC Approach Slab, Wearing coat.

43 Providing and Placing in position Mild steel for 0.50 MT 65939.46

temperature reinforcement for mass concrete

pier/Abutment/Returns including cutting, bending

and tying as required complete . (C) RCC Returns,

44 Providing G.I. 100mm diameter water spouts 4.00 Nos. 536.02

including necessary iron grating as per drawings.

45 Providing and Fixing Marble slab including engraving 1.00 Nos. 1012.64

and painting complete. (i) size 75 cm x 60cm x

46 Providing and laying rubble for apron (each stone 20.90 Cum. 1067.07

weighing not less than 40 Kg.) including hand

packing and filling in the interstices with quarry

47 Dismentaling the existing structure including 59.20 Cum. 932.65

removing and stacking the dismentelled materials

as and where directed. (B) R.C.C. Wall