Constructing WBM Road on between Ch.24350 to ch 25730 mt to Ch.26660 to ch.28270 mt,on Ukai Left Bank High Level Canal

Name of work :- Constructing WBM Road on between Ch.24350 to ch 25730 mt to Ch.26660 to ch.28270 mt,on Ukai Left

Bank High Level Canal

Item No. Quantities

estimated Estimated Rates

Item of work Unit Total Amount.Rs

Item of work Unit Total Amount.Rs

more or less Rs. In words

Clearing and grubbing road land including uprooting

rank vegetation, grass bushes, shrubs, saplings and trees

girth up to 300 mm removal of stumps of trees cut Rupees Twenty Nine and Paise Ten

1.0 10290.00 earlier and disposal of unserviceable materials.(D) By 14.60 SM

mechanical means in area of thorny jungle.

Box cutting the road surface to proper slope and camber

for making a base for road work including removing the Rupees Four Hundred Sixty Seven

excavated stuff and depositing on the road side slope as

and paise Twenty Only.

directed upto 50 Mt.lead.

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 Rupees Seven Thousand One

material combination of crushed aggregate, stone dust Hundred Ninety Four Only

etc. as required gradation including spreading,watering

& consolidation

Consructing by vibratory

of granular rollerGr-II

sub-base in grade and camber

course graded B.T. machine crushed material satisfying

MOST specification of grading II including spreading in

uniform layer with motor grader on prepared surface, Rupees Four Thousand Seven

4.0 1466.00 mixing by mix in place method with rotavator at OMC 909 Hundred Sixty Two and Paise CM

and compacting with vibratory roller to achieve the Ninety Only

desired density etc. complete.

Providing and laying speading and compacting

graded stone aggregate to Wet Mix

Macadam(WMM) in two layer as per specification

and drawing including premixing the Material with

water at OMC in mechanical mix plant carriage by Rupees Four Hundred Eighty Five

tipper to site,laying in unifrom layer in sub- and Paise Seventy Only

base/base course on well prepare surface and

compacting with vibrator rollar to achive the

desired density as per MORTH fifth revision clause-

Supplying and spreding hard murram inside Rupees Ninety Nine Thousand

6.0 221.00 shoulders of canal roads 379.76 CM

Seventy Nine Only.

Providing video graphy on the ocassion of function

or for ongoing construction work including dubbing, Rupees One Thousand Two

7.0 1.00 titeling etc. complete including cost of cassette/CD 1230.51 Hundred Thirty and paise Fifty 4 HRS

(b) Up to 4.00 hours One Only.

Rupees Forty Nine Lakh(s) Fifty Thousand One Hundred Thirty

I/We am/are willing to carry out the work at _______________% above/bellow percent (should be written in figures and words) of the estimated rates mensioned

above. Amount of my/our tender works out as under.

· Estimated amount Estimated amount

Put to tender Rs______________________ Put to tender Rs______________________

*( Please strike out whichever is not applicable).

Note 1- All works shall be carried out as per Public Work Department Hand book and other specification of the Division or as directed

Note 2- All the columns in Schedule should be filled in ink and the total entries in the last column should be struck by the contractor under his signature.

Note 3- Rates quoted included clearance of site (Prior commencement of work and at its close) in all respect and hold good for work under all cocition,

site, moisture, weather etc.

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