PMAAGY 2021-22 Construction of Various Roads in Vyara Taluka (Total 2 Roads, Length 0.633 km) Dist. Tapi. (1) Asphalt road in Balpur Debiya faliya Narendrabhai Chimanbhai house to Ravanbhai house Km 0/0 to 0/325 (2) Asphalt road in Balpur Chandrakantbhai house to Chemabhai house Km 0/0 to 0/308 Ta.Vyara,

Name of work :- Construction of Various Roads in Vyara Taluka (Total 2 Roads, Length 0.633 km)

(1) Construction of Asphalt road in Balpur Debiya faliya Narendrabhai Chimanbhai house to

Ravanbhai house Km 0/0 to 0/325 Ta. Vyara, Dist. Tapi.

(2) Construction of Asphalt road in Balpur Chandrakantbhai house to Chemabhai house Km 0/0

to 0/308 Ta. Vyara, Dist. Tapi.

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

1 0.13 Clearing and grubbing road land 32361.26 Rupees Hect

including uprooting rank vegetation, Thirty Two

grass bushes, shrubs, saplings and Thousand

trees girth up to 300 mm removal of Three

stumps of trees cut earlier and disposal Hundred

of unserviceable materials.(c) By Sixty One

mechanical means in area of thorny And Paise

jungle. Twenty Six

2 572.60 Earth work for embankment including 184.22 Rupees One Cum

breaking clods dressing with all lead & Hundred

lifts and including watering rolling and Eighty Four

consolidation of sub grade in layers of And Paise

O.M.C. to required dry density Twenty Two

including filling in depressions which Only

occure during the process using

vibratory roller 80 to 100 KN (E) From

borrow area within ALL Lead Having

C.B.R. More than 5.00%

3 115.00 Supplying, Stacking, Spreading & 223.21 Rupees Two Cum

rolling of Hard Murrum on road side for Hundred

hard side shoulder of work as per Twenty

specification including filling the Three And

mesure boxes of standard size etc. Paise Twenty

complete. One Only

4 1899.00 Scarifying gravelled macadam or 27.15 Rupees Sqmt

bitumen macadam surface 6 cm to 10 Twenty

cm.depth including stacking useful Seven And

materials on road side and disposing Paise Fifteen

off remaining stuff. Only

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

5 361.00 Providing and laying Granular Sub 562.57 Rupees Five Cum

Base Grade I by providing course Hundred

graded material conforming to Table Sixty Two

400-2 of MOST specification of grading And Paise

I,using material combination of crushed Fifty Seven

aggregate, stone dust etc. as required Only

gradation including spreading,watering

& consolidation by vibratory roller in

grade and camber as directed.

6 6.00 Constructing of granular sub-base Gr- 543.38 Rupees Five Cum

II by providing course graded B.T. Hundred

machine crushed material satisfying Forty Three

MOST specification of grading II And Paise

including spreading in uniform layer Thirty Eight

with motor grader on prepared surface, Only

mixing by mix in place method with

rotavator at OMC and compacting with

vibratory roller to achieve the desired

density etc. complete.

7 221.80 Providing and laying Wet Mix 613.07 Rupees Six Cum

Macadam base course as per MORTH Hundred

specification using machine crushed Thirteen And

B.T. chips as per required gradation, Paise Seven

mixing with required optimum quantity Only

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.

8 2067.80 Providing and applying hincol made or 44.85 Rupees Forty Sqmt

eqvivalent grade priming coat with Four And

emulsion (SS-1) at the rate of 7.50 kg/ Paise Eighty

10 Sq.mt. including cost of asphalt and Five Only

preparing the surface heating, and

applying etc. complete.

9 179.00 Earth work in cutting in all sorts of soil 85.16 Rupees Cum

and soft murrum including conveying Eighty Five

and spreading the stuff,embankment as And Paise

and where directed within 200 meters Sixteen Only

from the end of the cutting with all

required lead and lift.

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

10 156.00 Providing & laying bituminious base 1990.89 Rupees One MT

course 37.5 mm thick compacted in Thousand

single layer asphalt VG-10 grade at Nine

1.99 % by weight of mix for mixing and Hundred

2.5kg/10 smt asphalt VG-10 for tack Ninety And

coat & using B.T. chips of required Paise Eighty

gradation including cleaning and Nine Only

heating asphalt, premix material by

drum mix process in proper gradation

and MANUAL FINISH 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.

11 109.00 Providing, laying 25mm thick 2865.52 Rupees Two MT

compacted bituminous carpet Thousand

considering 0.66 cmt./10Smt. Stone Eight

chips for one M.ton as per Hundred

specification, using the asphalt at rate Sixty Five

33.60 Kg/M.ton (i.e. 3.36% by weight of And Paise

total mix) for mixing and asphalt for Fifty Two

tack coat at rate 2.5 Kg/ 10sq.mt. Only

including heating and mixing the

asphalt and stone aggregates by

continuous batching of drum mix plant

and transporting and MANUAL FINISH

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

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

12 57.00 Providing & laying seal coat with B.T. 3195.89 Rupees MT

agg. as specifed using agg. at the rate Three

of 0.18 cu.mt/10Sq.Mt.and bitumen for Thousand

mixing agg. at the rate of 4.50% i.e. One Hundred

45.00 kg/M.T. of total mix of Binder Ninety Five

including heating & mixing in hot / drum And Paise

mix plant & transporting & MANUAL Eighty Nine

FINISH & consolidation with vibratory Only

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.

13 2067.80 Providing and laying asphalt painting 32.07 Rupees Sqmt

on B.T. surface with bitumen VG-10 at Thirty Two

rate 5.00Kg / 10Sq.mt. including And Paise

spreading stone dust for painting Seven Only

surface at rate of 0.03 cu.mt. /

14 2.00 Providing and fixing ordinary Kilometer 601.30 Rupees Six No

stone of approved hard stone as per Hundred One

I.R.C. type design in C.C. 1:4:8 And Paise

including painting and lettering etc. Thirty Only

15 2.00 Providing & Fixing Hectometer stone as 321.63 Rupees No

per I.R.C. type design including Three

painting, lettering etc. complete Hundred

(i) Fixing in C.1:5:10 Twenty One

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

16 4.00 Village Name Board/Bump Ahead Sign: 4177.31 Rupees Four No

Providing & fixing Village Name Thousand

Board/Bump Ahead Sign Made out of One Hundred

2mm aluminium sheet; size Seventy

90x60cms.rectangle as per the design Seven And

of IRC-67-1977. Pre treated with Paise Thirty

phospheting process & acid etching; One Only

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint, reflectorised with retro refle retro

reflective 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 50x50x5mm. painted with

best quality epoxy coatings in black

and white bends. The details of symbol

or inscription/numbers 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

45x45x60cms. for each leg, including

excavation curing etc.complete under

the supervision of enginner in

charge.(A) Engineering Grade

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

17 2.00 Informatory sings: Providing and 3216.50 Rupees No

erecting informatory retro-reflectorised Three

board as per IRC-67 made of Thousand

engineering grade sheeting as per Two Hundred

specification fixed over aluminium Sixteen And

sheeting 2(two) mm thick as logo board Paise Fifty

with vertical support of M.S. angle and Only

35 mm x 35 mm x 5 mm and lateral

clearance of 100 mm between logo and

iformatory board and two mm thick M.S.

plate as information board with area

exceeding 0.9 sqm fixed on frame of an

angle 35 x 35 x 5 mm and supported on

a mild steel angle iron post 75 mm x

mm x 6 mm : 2 Nos firmly fixed to the

ground by means of properly designed

foundation with M15 grade cement

concrete 45 cm x 45 cm x 60 cm below

ground level as per drawing including

painting and installation at site. [A]

Engineering Grade.

18 15.00 Excavation for foundation upto 1.5 mt. 165.44 Rupees One Cum

depth including sorting out & stacking Hundred

of useful materials and disposing of the Sixty Five

excavated stuff upto All lead & Lift. And Paise

(A) Dence or Hard Soil Forty Four

19 1.60 Providing and filling in foundation with 2249.32 Rupees Two Cum

ordinary cement concrete M-100 mix Thousand

and providing necessary vertical pin Two Hundred

headersbincluding form work vibrating Forty Nine

ramming and curing completed. . And Paise

20 15.00 Supplying fixing & joining reinforced 2011.05 Rupees Two rmt.

concret heavy duty non pressure pipe Thousand

with collars for culverts carring heavy Eleven And

traffic as per IS 458-1991 specification Paise Five

including setting and joining the pipe in Only

cement mortar 1:2 watering or laying of

class NP-3 600mm dia.

Rupees Fifteen Lakh(s) Sixty Nine Thousand Eight Hundred Sixty Four And Paise Seventy Four Only

Estimated Estimate Rate Total amount

Estimated Estimate Rate Total amount

Sr. according to

but may be Item of work Unit

No. In figures In Words estimated

Deputy Executive Engineer Executive Engineer

Panchayat (R & B ) Sub Division, Panchayat(R&B) Division

Vyara Tapi-Vyara

I/We am/are willing to carry out the work at ………………………………………………..% above/below

(percent should be written in figures and words) of the estimated rates mentioned above. Amount of

my/our tender works out as under.

*Estimated amount Rs. 1569864.74 *Estimated amount Rs.

Put to tender Rs…………………………. Put to tender Rs………………..

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

Note :- 1 All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

Note :- 2 All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Note :- 3 Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

Note :- 4 To be continued on additional sheet,if found necessary.

Executive Engineer

Panchayat (R&B) Division

Signature of the contractor Tapi