MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const. of Uchchhal Nizar State Highway to Vyaval Primary School toward C.C road Ch 0/0 to 0/900 Ta.Nizar Dist.Tapi.

Name of Work:-MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const.of Uchchhal Nizar

State Highway to Vyaval Primary School toward C.C road Ch 0/0 to 0/900 Ta.Nizar 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 0.45 Hect 28455.09

vegetation grass bushes,shrubs,sapling and trees girth up

to 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By mechanical

means in area of light jungle.

2 Earthwork in cuting in all sorts of soil and soft murrum 2711.50 Cum. 130.94

including conveying and spreading the stuff, embankment

as and where directed within 200meters from the end of

the cutting with all required lead and lift.

3 Earth work for embankment including breaking clods 667.25 Cum. 173.67

dressing 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

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 162.00 Cum. 444.40

on road side for hard side shoulder of work as per

specification including filling the mesure boxes of

standard size etc. complete.

5 Providing and laying Granular Sub Base Grade I by 843.00 Cum. 1299.87

providing 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

6 Consructing of granular sub-base Gr-II by providing 803.00 Cum. 1250.38

course 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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

7 Construction of dry lean cement concrete Sub- base over a 526.00 Cum. 3781.44

prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed

15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 220 kg/ cum,

optimum moisture content to be determined during trial

length construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant, transported

to site, laid with a fixed form paver or conventional

method, compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. cpmplete.

8 Construction of un-reinforced, dowel jointed, plain 1270.00 Cum. 7886.08

cement concrete pavement over a prepared sub base with

concrete grade M 30, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate

not exceeding 25 mm, mixed in a batching and mixing

plant as per approved mix design, transported to site, laid

with a fixed form or slip form paver, spread, compacted

and finished in a continuous operation including provision

of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer,

joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to

lines and grades as per drawing

9 Supplying and fixing reinforced concrete heavy duty non- 20.00 rmt 1968.38

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.(iii)

10 Providing and fixing ordinary Kilometer stone of precast 2.00 Nos. 1293.39

C.C. 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.)

11 Providing and fixing Hectometer stone as per I.R.C. type 4.00 Nos. 356.50

design including lettering and painting etc. complete. (ii)

Fixing in C.C. 1:5:10

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

Quantity Unit Amount

No. reference to book of specifications) Figures

12 MMGSY Logo Board:- Providing and fixing MMGSY 1.00 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 60 cms for each leg, including excavation curing etc.

complete under the supervision of Engineer-In-Charge

(A)Engineer grade

13 Village name/ Bump Ahed sign :-Providing and fixing 2.00 Nos. 5045.36

sing 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

14 Direction sign (Junction board):-Providing and fixing sing 2.00 Nos. 14831.71

boards made out of 2mm aluminium sheet; size 244 x

122cms. 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(VR)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

15 Informatory Signs :-Providing and fixing sing boards 1.00 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 Grade(VR)...

16 Road marking with hot applied thermoplastic paints with 215.20 Sqmt 367.72

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35- 2015. The finished

surface to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time.

The marking should meet the performance criteria for

night time reflectivity, wet reflectivity and skid resistance

as mentioned in the section-15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years.

17 Supplying and fixing cat eye (Stimsonite) made out from 28.00 Nos. 375.72

Acrilo beautile sterine injuction high compressed molding

with reflector made of MMC (prismatic type of size 12cm

x 6cm x 2.5cm) provided with bituminousadhesive 100g.

with each unit for fixing. (High Intensity grade)

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

Quantity Unit Amount

No. reference to book of specifications) Figures

18 Cautionary Warning Sign :-Providing and fixing sing 6.00 Nos. 3808.66

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

90 cms. equilateral triangle as per 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

refiectivesheeting as per latest M.O.S.T.Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as

required; painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach board shall

be as per theinstruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge.(A) Engineer

19 Regulatory/Mandatory signs :Providing and fixing sing 2.00 Nos. 3439.81

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

diameter circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid eteching; 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; 3.1m long

stand post and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm 75x75x6mm 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 60cms. for each leg.

including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer

20 STOP SIGN:-Providing and fixing sing boards made out 1.00 Nos. 4676.06

of 2mm aluminium sheet; size 90 x 90cms. rectangle as

per the design of IRC-67-1977 pre treated with

phospheting process & acid teching; 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; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm

75x75x6mm 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 60cms. for each leg. including excavation

curing tec. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

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

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

*( 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