Package No. 1 /BAR/80-20/ER to BT/3-RD/25-26 (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 Zarimora Village from Kunvarjibhai Halpati house to Ketanbhai house ,Ta: Bardoli Dist: Surat (4TH TIME)

Name of work: Package No. 1 /BAR/80-20/ER to BT/3-RD/25-26 (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 Zarimora Village from Kunvarjibhai

Halpati house to Ketanbhai house ,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 estimated

be more or less Rs. Ps. quantities

1 Hect. Clearing and grubbing road land, including uprooting rank

vegetation, grass bushes, shrubs, saplings, and trees girths up to

mm, removal of stumps of trees cut earlier, and disposal of

0.20 unserviceable materials(D) By mechanical means in area of thorny 34889.38

2 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

58.40 the mesure boxes of standard size etc. complete. 649.43

3 Cu.mt. Earthwork in cuting in all sorts of soil and soft murrum 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.

4 M.Ton Providing, laying 25mm thick compacted bituminous carpet

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

specification, using the asphalt at VG-30 rate 33.60 Kg/M.ton (i.e.

3.36% by weight of total mix)and asphalt for tack coat at RS-1 rate

2.5 Kg/ 10sq.mt. including heating and mixing the asphalt and stone

41.00 aggregates by continuous batching of drum mix plant and 3794.90

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.

5 M.Ton Providing, laying 37.50 mm thick compacted Bituminous Macadam

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

specification,VG-30 using the asphalt at rate 34.00 Kg/M.ton (i.e.

3.40% by weight of total mix) for mixing and VG-30 for tack coat at

rate 2.5 Kg/ 10sq.mt. including heating and mixing the asphalt and

stone aggregates by continuous batching of drum mix plant and

74.00 transporting and spreading the same by paver finisher and consoli- 3764.47

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.

6 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

25.00 site,laying in unifrom layer with paver in sub-base/base course on 797.00

well prepare surface and compacting with vibrator rollar to achive

the desired density as per MORTH fifth revision clause-406.

7 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

8 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.

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

Rs. Twelve Lack Fifty One Thousand Five Hundred Eighty One and Paise Eighty Seven 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 under.

*Estimated amount *Estimated amount

put to tender Rs. 1251581.87 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

rate of input rate mentioned in all the tender.

Signature of Bidder

Deputy Executive Engineer Executive Engineer

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