MMGSY 2025-26 Earthan to BT (Vanbandhu Kalyan Yojna-2) Const.of Nizar R.G.Patel Vidhyalaya to Hathoda toward road Ch 0/0 to 3/300 Ta.Nizar Dist.Tapi

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

Vidhyalaya to Hathoda toward road Ch 0/0 to 3/300 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 1.98 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

2 Earthwork in cuting in all sorts of soil and soft murrum 2138.40 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 dressing 3418.99 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

4 Supplying, Stacking, Spreading & rolling of Hard Murrum on 396.00 Cum. 444.40

road side for hard side shoulder of work as per specification

including filling the mesure boxes of standard size etc.

5 Laying and spreading available soil in the sub-grade on a 2030.00 Cum. 255.81

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

6 Providing and laying Granular Sub Base Grade I by providing 2348.00 Cum. 1294.82

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.

7 Consructing of granular sub-base Gr-II by providing course 2200.00 Cum. 1245.33

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

8 Providing and laying of Wet Mix Macadam base course as per 2051.00 Cum. 1410.97

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.

9 Providing and applying primer coat with Bitumen emulsion 12681.00 Sqmt 59.79

(SS-I) 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 502. (Hincol made only ) (ii) Medium

10 Supplying and fixing reinforced concrete heavy duty 67.50 Rmt 1968.38

nonpressure 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) 600mm dia.

11 Providing & laying bituminious base course 37.50 mm thick 952.00 MT 3073.43

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

weight of mix for mixing and 2.50 kg/10 smt VG-30 grade

Asphalt for tack coat & 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 etc. complete.

12 Providing, laying 25mm thick compacted bituminous carpet 666.00 MT 4233.92

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

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

Quantity Unit Amount

No. reference to book of specifications) Figures

13 Providing and laying seal coat with B.T. aggregate as 343.00 MT 4675.29

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 4.50 % 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 12681.00 Sqmt 47.25

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. 5.00 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 14.00 Nos. 356.50

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

Fixing in C.C. 1:5:10

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.

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

Quantity Unit Amount

No. reference to book of specifications) Figures

18 Village name/ Bump Ahed sign :-Providing and fixing sing 6.00 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(VR)

19 Direction sign (Junction board):-Providing and fixing sing 8.00 Nos. 14831.71

boards 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 1.00 Nos. 3856.90

out of 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)..

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

Quantity Unit Amount

No. reference to book of specifications) Figures

21 Road marking with hot applied thermoplastic paints with 708.00 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 130 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.

22 Supplying and fixing cat eye (Stimsonite) made out from 399.00 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)

23 Chevron sign :-Providing and fixing sign boards made out of 12.00 Nos. 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr

long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size

iron angle of35x35x3mm; painted with bestquality 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 blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted

by contractor. (A) Class-B Type-4 Retro Reflective sheeting

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

Quantity Unit Amount

No. reference to book of specifications) Figures

24 Cautionary Warning Sign :-Providing and fixing sing boards 12.00 Nos. 3808.66

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

x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(B)

Engineering Grade.

25 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

x 45 x 60cms. for each leg. including excavation curing etc.

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

Engineer Grade(VR)...

26 STOP SIGN:-Providing and fixing sing boards made out of 2.00 Nos. 4676.06

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