PKG NO. 2 Bardoli/80-20/2025-26 (TOTAL - 10 ROADS) (3RD TIME)

Name of work: PKG NO. 2 Bardoli/80-20/2025-26 (1) Const. of Bitumin Road At Orgam

Village Bhil Faliya from Vishal Halpati house towards Jayantibhai Lallubhai

Patel farm ,Ta: Bardoli Dist: Surat.(2) Const. of Bitumin Road At Palsod

Village from char rasta towards Dineshbhai Sharma house kolivad faliya ,Ta:

Bardoli Dist: Surat.(3) Const. of Bitumin Road At Surali Village near Sugar

Factory complex,Ta: Bardoli Dist: Surat(4). Const. of Bitumin Road At

Surali Village near Sugar Factory complex (Missing Link),Ta: Bardoli Dist:

Surat.(5). Const. of Bitumin Road At beside of Surali Village Dahyadada

complex,Ta: Bardoli Dist: Surat(6). Const. of Bitumin Road At Zarimora

Village from Kunvarjibhai Halpati house to Ketanbhai house ,Ta: Bardoli

Dist: Surat.(7) Construction of metal road from Ramanbhai Dahyanbhai

Patel farm to Hirenbhai Girishbhai Patel Farm at Village Aafva, Ta. Bardoli

Dist:Surat(8) Construction of metal road from NH53 to Fenil Nareshbhai

Patel Farm at Village Manekpore, Ta. Bardoli Dist:Surat(9) Construction of

metal road from Bharatbhai Patel Farm To Haribhai Farm at Village

Umarakh, Ta. Bardoli Dist:Surat (10) Construction of metal road from Texas

Hospital towards Canal at Village Umarakh, Ta. Bardoli Dist:Surat

Memorandum showing items of works to be carried out

It. No. Quantities Item of work Estimated Total Amount

It. No. Quantities Item of work Estimated Total Amount

estimated but may In figures according to

be more or less Rs. Ps. estimated

1 Hect. Clearing and grubbing road land including

uprooting rank vegetation, grass bushes, shrubs,

0.32 saplings and trees girth up to 300 mm removal of 34889.38

stumps of trees cut earlier and disposal of

unserviceable materials.

2 Cu.mt. Earthwork in cuting in all sorts of soil and

soft murrum including conveying and

spreading the stuff, embankment as and

540.00 where directed within 200meters from the 134.63

end of the cutting with all required lead and

3 Cu.mt. Supplying, Stacking, Spreading & rolling of

G.S.B-II on road side for hard side shoulder of

work as per specification including filling the

mesure boxes of standard size etc. complete.

4 Cu.mt. Providing and laying Granular Sub Base Grade I

by 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

1533.70 vibratory roller in grade and camber as directed. 778.77

5 Cu.mt. Providing and laying speading and compacting

graded stone aggregate to Wet Mix

Macadam(WMM) in One layer as per

specification and drawing including premixing

the Material with water at OMC in mechanical

mix plant carriage by tipper to site,laying in

1310.00 unifrom layer with paver in sub-base/base course 893.53

on well prepare surface and compacting with

vibrator rollar to achive the desired density as

per MORTH fifth revision clause-406.

6 Sq.mt. Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m

on road surface using emulsion SS-1 (Himcol

Made) pressure spreayer etc. complete including

the cost of asphalt

7 M.Ton Providing & laying bituminious base course

37.50 mm thick compacted in Single layer

asphalt VG-30 grade at 1.99 % by weight of mix

for mixing and 2.50 kg/10 smt RS-1 grade

Asphalt for tack coat & using B.T. chips of

required gradation including cleaning and

248.00 heating asphalt, premix material by drum mix 2169.34

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

8 M.Ton Providing laying & rolling of 25 mm thick

Open graded Premix bituminous carpet with

B.T. aggregate as specified and using RS1

Emulsion for tack coat at the rate of 2.5 kg/10

sq.mt. and using bitumen grade VG-30 for

Mixing with aggregate at the rate of 3.36 % i.e.

33.60 kg / M.T. of total mix including heating

175.00 and mixing in drum mix plant transporting and 2871.05

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

9 M.Ton Providing and laying seal coat with B.T.

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

10 Sq.mt. Providing and laying asphalt painting on B.T.

surface with bitumen VG-30 at rate 5.00Kg /

3270.00 10Sq.mt. including spreading stone dust for 28.66

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

11 No.s Providing and fixing ordinary kilometer stone of

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

12.00 reinforcement as per I.R.C. type design in C.C. 704.33

1:4:8 including lettering and painting etc.

complete. (For OD.R. & V.R.)

12 No.s Providing and fixing Hectometer as per I.R.C.

6.00 type design including lettering and painting etc. 356.50

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

13 No.s Informatory sings: Providing and fixing sing

boards 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

6.00 sizeiron angle of 35 x 35 x 3mm75x75x6mm as 3856.90

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)..

Rs. Fourty One Lack Fifty Four Thousand Three Hundred Eighty Eight and Paise Sixty Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should be

written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works out as

*Estimated amount *Estimated amount

put to tender Rs. 4154388.60 put to tender Rs.

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note : Credit Amount of Rs.41070 of Serviceable Material shall be deducted from 1st Running Bill.

Note 1:- The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

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

Note 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 there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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