FDIR / C.R. to Golana Palla-Ranpur-Ankalva Road Km.0/00 to 6/330 (ODR) & Rabadiya-Bhoja-Kothamba Road km. 0/00 to 9/960 (ODR) & Bamanvad Dokelav-Road Km.0/00 to 5/160 (ODR) Ta.Lunawada Dist. Mahisagar (Paverpatta / Patchwork)

No. Figures Amount

1 Box cutting the road surface to proper slope and camber for making a 140.00 Cum 109.41

base for road work including removing the excavated stuff and depositing

on the road side slope as directed upto 50 mt.lead.

2 Providing and laying W.B.M. of Grading-II, using B.T.M.C. metal of size 140.00 Cum 1398.07

53mm to 22.4mm in layers including 13% stone screening 11.2mm size

and 7% stone dust as filler, including spreading, watering and

consolidation by vibratory roller as per MoRTH specifications etc.

complete as directed by Engineer in- charge.

3 Providing and laying 50mm thick Bituminous Macadam with B.T. 273.00 M.T. 2749.22

aggregate as per MORTH specification and using bitumen emulsion RS-1

as per IS 8887: for tack coat @ 2.50 Kg. / 10 Sq.m. with mechanical

sprayer and bulk asphalt VG-30 for mixing @ 34.00 Kg. / M.T. i.e. 3.40%

of total weight of mix including heating and mixing the aggregate and

asphalt in continuous of drum mix plant and hot laid process spreading

the same by paver finisher and consolidation with roller as per MORTH

specification to achieve desire density, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant and paver

finisher etc. complete.

4 Providing and laying 20mm thick Mix Seal Surface with tack coat @ 2.0 224.00 M.T. 3576.41

kg/10 sqm using B.T. chips as per M.O.R.T. & H. gradation type A and

specification with VG-30 for mixing @ 51.00 Kg / M.T. i.e. 5.1% of total

weight of mix using including heating and mixing the aggregate and

asphalt in continuous of drum mix plant and hot laid process spreading

the same by paver finisher and consolidation with roller as per M.O.R.T. &

H. specification to achieve desire density, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery, drum mix plant and paver

finisher etc. complete.

TOTAL Rs.

i.e. Rs. Seventeen Lacs, Sixty Two Thousand, Seven hundred and Ten paisa only

I/We am/are willing to carry out the work @ ______________ % 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.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

It. Rates in Total

Description of Item Qty. Unit

No. Figures Amount

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.

2. The labour cess 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 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.

5. The Contractor will have to submit the all mix design at his own cost before execution as directed and to be

approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Lunawada (R & B) Sub Division, Mahisagar (R & B) Division, Mahisagar (R & B) Division,

Lunawada Lunawada Lunawada