MMGSY 2025-26 [Earthan to BT] Const.of Chakaliya Dudh dairy to Katgadh N.H joining road Ch 0/0 to 2/60 Ta.Songadh Dist.Tapi.

Name of Work:-MMGSY 2025-56 (Earthan to BT) [1]Const.of Chakaliya Dudh dairy to Katgadh N.H joining

road Ch 0/0 to 2/60 Ta.Songadh Dist.Tapi.

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

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

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Clearing and grubbing road land including uprooting rank 1.30 Hect 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) By mechanical means in area of light

2 Earthwork in cutting including preparing the slope and camber 1310.40 Cum. 304.91

andstacking or utilising the cutting stuff in bank as directed upto

200 Meters from the end of cutting with all lead and lift.(ii) Soft

rock not requiring blasting

3 Earth work for embankment including breaking clods dressing 4930.05 Cum. 173.67

with all lead & lifts and including watering rolling and

consolidation of sub grade in layers of O.M.C. to required dry

density including filling in depressions which occure during the

process using vibratory roller 80 to 100 KN (E) From borrow

area within 3.00 Km Lead Having C.B.R. More than 5.00%

4 Supplying, Stacking, Spreading & rolling of Hard Murrum on 468.00 Cum. 416.12

road side for hard side shoulder of work as per specification

including filling the mesure boxes of standard size etc. complete.

5 Dismentaling the existing structure including removing and 120.00 Cum. 932.65

stacking the dismentelled materials as and where directed. (A)

6 Laying and spreading available soil in the sub-grade on a 1860.00 Cum. 231.80

prepared surface, pulverising, mixing the spread soil in place with

rotavator with 3 per cent slaked lime having minimum content of

70 per cent of CaO, grading with motor grader and compacting

with the road roller at OMC to the desired density to form a layer

of improved sub grade

7 Providing and laying Granular Sub Base Grade I by providing 1831.00 Cum. 758.51

course graded material conforming to Table 400-2 of MOST

specification of grading I,using material combination of crushed

aggregate, stone dust etc. as required gradation including

spreading,watering & consolidation by vibratory roller in grade

and camber as directed.

8 Consructing of granular sub-base Gr-II by providing course 1748.20 Cum. 709.02

graded B.T. machine crushed material satisfying MOST

specification of grading II 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.

9 Providing and laying of Wet Mix Macadam base course as per 1597.00 Cum. 857.49

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.

10 Providing and applying primer coat with Bitumen emulsion (SS-I) 9861.00 Sqmt 42.93

on prepared surface of granular base including cleaning of road

surface and spraying primer at the rate of 7.50 kg/ 10sqmt using

mechanical means as per Technical Specification Clause

(Hincol made only ) (ii) Medium porosity

11 Providing & laying bituminious base course 37.5 mm thick 740.00 Sqmt 2097.77

compacted in single layer asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and asphalt VG-30 for tack coat @

kg/10 smt using B.T. chips of required gradation including

cleaning and heating asphalt, premix material by drum mix

process in proper gradation and laying with paver finisher

including rolling and 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

12 Providing, laying 25mm thick compacted bituminous carpet 518.00 MT 2815.88

considering 0.66 cmt./10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36%

by weight of total mix)(VG-30) and asphalt for tack coat at rate

2.5 Kg/ 10sq.mt VG-30. including heating and mixing the asphalt

and stone aggregates by continuous batching of drum mix plant

and transporting and spreading the same by paver finisher and

consoli-dation with vibratory roller with necessary equipments

oil, kerosene,fire wood labour charges etc comp.with contractor's

own machineries and equipment tools etc. complete in accordance

with the requirement.

13 Providing and laying seal coat with B.T. aggregate as 267.00 MT 3065.35

specified using aggregate at the rate of 0.24 Cu.mt./10 Sq. mt.

and bitumen grade VG-30 for mixing with aggregate at the rate of

4.50 % i.e. 45.00 Kg. / M.T including heating & mixing in hot /

drum mix plant & transporting & sreading the same by paver

finisher & consolidation with vibratory roller incl. 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 specification.

14 Providing and laying asphalt painting on B.T. surface with 9861.00 Sqmt 31.48

bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of bitumen

including spreading stone dust for painting surface at rate of

15 Providing and fixing ordinary Kilometer stone of precast C.C. 4.00 Nos. 1293.39

1:2:4 including necessary reinforcement as per I.R.C. type design

in C.C. 1:4:8 including letter and paints etc. complete (For N.H.,

S.H. and M.D.R.)

16 Providing and fixing Hectometer stone as per I.R.C. type design 11.00 Nos. 356.50

including lettering and painting etc. complete. (ii) Fixing in C.C.

17 MMGSY Logo Board:- Providing and fixing MMGSY Logo 1.00 Nos. 5050.00

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 60 cms

for each leg, including excavation curing etc. complete under the

supervision of Engineer-In-Charge (A)Engineer grade.

18 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 Nos. 5045.36

boards made out of 2mm aluminium sheet; size 90 x 60cms.

rectangle as 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 refiective 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 iron angle of 50 x 50 x 5mm painted with best

quality epoxy coatings in black and white bends. the details of

symbol or inscription / numerals 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 etc.complete under the supervision of engineer

in charge.(A) Engineer grade..

19 Direction sign (Junction board):-Providing and fixing sing boards 4.00 Nos. 14831.71

made out of 2mm aluminium sheet; size 120 x 90 cms. rectangle

as 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

refiective 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 iron angle of

50 x 50 x 5mm 75x75x6mm as required; painted with best quality

epoxy coatings in black and white bends. the details of symbol or

inscription / numerals 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 etc. complete under the supervision of engineer

in charge.(A) Engineer Grade.

20 Informatory Signs :-Providing and fixing sing boards made out of 1.00 Nos. 3856.90

2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treatedwith 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 Grade(VR)..

21 Type - A, "W" : Metal Beam Crash Barrier (Providing and 450.00 Sqmt 3434.00

erecting a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above road/ground

level, fixed on ISMC series channel vertical post, 150 x 75 x

mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below

ground/road level, all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm long complete as per

22 Supplying and fixing reinforced concrete heavy duty non-pressure 112.50 rmt 1968.38

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. (more than 10 ton)

23 Excavation for foundation up to 1.5m depth including sorting out 211.00 Cum. 254.36

and stacking of useful material and disposing off the excavated

stuff as directed by Engineer in charge with all lead and lift in (2)

Dense or hard Soil.

24 Providing & filling in foundation with ordinary cement concrete 18.50 Cum. 3326.71

M 100 mix and providing necessary vertical pin headers

including formwork vibrating ramming & curing complete.

25 Providing & casting in situ ordinary cement concrete M-150 mix 136.70 Cum. 3904.76

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M.

26 Supplying fixing & joining reinforced concret heavy duty non 45.00 Cum. 3469.26

pressure pipe with collars for culverts carring heavy traffic as per

IS 458-1991 specification including setting and joining the pipe

in cement mortar 1:2 watering or laying of class NP-3 900mm

27 Providing and fixing 20cm x 15cm x 2.5cm thick year plate of 4.00 Cum. 279.69

marble stone set in C.M. 1:4 including Finishing and engraving

letters, etc. complete

28 Wall painting (two coats) with plastic emulsion paint of 262.30 Cum. 81.38

approved brand and manufacture on undecorated wall surface to

give an even shade including throughly brushing the surface free

from mortar droppings and other foreign matter and sand papered

29 Supply & Laying of Mechanically Woven Double Twisted 34.00 Cum. 3446.12

Hexagonal Shaped Wire Mesh Gabion Boxes of required size,

Mesh Type 10x12cm, Zinc and PVC coated, Mesh Wire dia.

2.7/3.7mm (ID/OD), mechanically edged / selvedged, with

heavy coating of galvanization as per EN 10223-3/ASTM A975

with partitions at every 1m interval and properly packed with

approx 200mm size rubble including transportion and placing at

indicated place as per direction of engineer in charge including

tools, plants, labour, material, royalty charge etc in all respect and

stiching with lacing wire of dia 2.2/3.2 mm (ID/OD), including all

safty precautions and with all lead lift.

30 Providing and laying of thermally bonded non woven geotextile 27.00 Cum. 262.60

of approved brand and quality beneath the Gabian wall as

31 Excavation in large boulders and soft rock by welding including 222.20 Cum. 719.06

shoring, strutting and dewatering as necessary and disposing of

the excavated stuff as directed.

32 Providing and filling sand below RCC raft in layers including 257.70 Cum. 552.22

ramming and dewatering etc complete.

33 Providing and casting in situ Ordinary cement concrete M-150 34.40 Cum. 3780.29

for R.C.C. Raft and cut-off walls including necessary shuttering

laying, vibrating, ramming and curing complete. (more than

34 Providing and Casting in situ controlled Cement Concrete M-200 148.80 Cum. 4600.64

for R.C.C. Raft and cutt-off walls including necessary shuttering

laying, vibrating, ramming and curing complete. (more than

35 Providing and casting in situ controlled cement concrete M-250 55.00 Cum. 5439.82

for R.C.C. solid slab including centering, scaffolding, curing and

finishing complete. (more than 10 ton)

36 Providing and casting in situ controlled cement concrete M-250 21.10 Cum. 4956.84

for Kerb/ kerb blocks including formwork curing and finishing,

complete (more than 10 ton)

37 Providing and casting in situ controlled cement concrete M-250 14.00 Cum. 5386.58

for average 100 mm thick wearing coat laid as directed

dincluding tamping, vibrating, finishing, curing and fillingin

joints with bitumen complete (more than 10 ton)

38 Providing and casting in situ ordinary cement concrete M. 200 140.20 Cum. 4274.80

mix and providing necessary pin headers including shuttring

scaffolding laying vibrating curing and finishing complete.

Without V-Grooves. (A) Height from 0.0 M to 5.0. M

39 Providing and fixing in position IS mark steel bar reinforcement 18.78 MT 73243.02

of bar grade FE-500/500D including cutting, bending, hooking

and tying complete as per detailed drawing for raft slab, pier,

solid slab, kerb block, wearing coat etc.

40 Provding P.V.C. 100 mm diameter water spouts including 16.00 Nos. 159.37

necessary iron gratings as per drawings. (more than 10 ton)

41 Providing & laying weep hole in Aburtments, and returns by 68.00 Nos. 87.07

using A.C. pipe of 100mm including laying in proper grede and

jointing the completed as per detailed specification.

42 Providing and laying - Fitter Media 600mm thick directed at the 89.00 Sqmt 1279.96

back of abutments, returns and wing walls as per detailed

specifications. (more than 10 ton)

43 Providing and fixing Guard stone as per I.R.C. type design 70.00 Nos. 350.80

including white washing etc. complete (II) Fixing in C.C. 1:5:10

I / Weam / are willing to carryout 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 under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

Net Rs. …………………….… Total Rs. ………….……..

In words ………………….……………………………. In words …………………

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the

Engineer – In – Charge for which no extra payment shall bemade.

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

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

4 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 the

reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division