3054 M & R to Road Repairing of road using Jet Patcher material Technology, C.C road and various other works on Gandhinagar - Koba Aerodrome road SH-43 road Km.3/200 to 10/000.

Name of Work :-3054 M & R to Road Repairing of road using Jet Patcher material Technology, C.C road and various

other works on Gandhinagar - Koba Aerodrome road SH-43 road Km.3/200 to 10/000.

BILL OF QUAINTITIES

MEMORANDUM SHOWING THE ITEM OF WORKS TO BE CARRIED OUT

Item Description of Item Quantity Unit Rate In figures Amount

1 Providing Jet Patcher material technology with 1500.00 Sqm. 2031.11

required using aggregate consist of crushed

angular B.T. material which range from 2 to

mm dry fine aggregate using binder emulsion or

asphalt. The cold emulsions either cationic and

have a 60 to 63 percent bitumen content having

medium to rapid setting emulsion as per IS:

8887. Asphalt if shall be used VG-30 grade

bitumen confirming to IS:73-2013 and shall be

used @ 5.50 percent to total weight of material &

tack coat of 25Kg./10 Sq.mt. & it emulsion used

shall be @ 5 percent by weight of total mix shall

be used repair potholes upto 7 mm depth

including scraping to desire of damaged surface

in proper shape, brushing, cleaning, spreading

and compacting to desire density with geometric

shape with all labour materials and machinery

etc. as directed by Engineer in Charge.

Item Description of Item Quantity Unit Rate In figures Amount

Engaged unskilled labour for trimming,

removing roots, loading debries, trees, in tractor

or dumper and spreading the same at disposal

site and final dressing and leveling the ground

including required tools and plants like pick-axe,

pavda, axe, dhariya, ghamela hammer etc.

Hire charges for Engaging various machinery

on road site as and where required including

diesel, lubricant, driver etc. as directed by

engineer in charge (A) Tractor with Trolly

Providing and applying quick fix patch repair

for distressed bitiminous/ concrete surface

using slica fume based material mixed with

approved graded granular material, laid in

required thickness compacted with roller/ hand

compactor to achive firm and even surface

including cost of all materilas, labour tools,

roller. watering, curing (if required) and as

directed by the Engineer - in -charge.

Item Description of Item Quantity Unit Rate In figures Amount

Hire charges of Hydraulic Excavator (1 Cum

buckett, 60 Cum/Hour) including fuel, operator,

maintanance etc. complete.

Rupees Forty one lakhs ninety four thousand nine hundred sixty six and paise Total Rs.

Executive Engineer,

Capital Project Division No.3

Item Description of Item Quantity Unit Rate In figures Amount

I/We am/are willing to carry out the above work @ ____________ % below/above percent (should be written in figures

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

Estimated cost put to tender Rs. 41,94,966=20 Estimated cost put to tender Rs. 41,94,966=20

Deduct ___________% below Add__________% above

In words In Words

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.

Executive Engineer,

Capital Project Division No.3