Panam High Level Canal

more or less

Clearing the canal Banks outer and

inner slopes by Jungle Cutting

,removing Vegetation, Ghabajaria,

Trees, etc. alongwith burning it's Rupees Ten And

Paise Thirty Only

and carrying away as and where

required and as directed etc.

completed by machineries.

Box cutting the road surface to

proper slope and camber for

Rupees One

making a base for road work

Hundred Four

2 including removing the excavated 1198.89 Cum 104.20

stuff and depositing on the road Twenty Only

side slope as directed upto 50 mt

Collecting carting and stacking of

graded stone aggregate of

following size. (3) Crushed stone

aggregate of hard quality 40 mm to

Rupees Nine

63 mm size(Lead up to 30KM) with

3 Spreading the stone aggregate for 1198.89 Cum 973.70 Seventy Three

rolling and W.B.M. including filling And Paise

the interstices to required camber Seventy Only

and gradient (excluding spreading

of Blindage)(ii) 40mm to 63mm

size aggreagates (H.B.)

Supplying of murrum/ binding

materials. With Spreading the Rupees Three

blindage or road crust filling the Hundred Fifty

gaps in metal and levelling to Nine And Paise

Forty Seven Only

camber and gradient as directed.(i)

Supplying graded stone aggregate

of following size. BT Metal 25 to

MM including conveyence with

Spreading the stone aggregate for

Rupees One

rolling and W.B.M. including filling Thousand Three

5 the interstices to required camber 1198.89 Cum 1305.12 Hundred Five

and gradient (excluding spreading And Paise

of Blindage)(iii) 25mm to 50mm Twelve Only

size crushed stone

Collecting carting and stacking of

graded stone aggregate of

following size. Crushed stone

aggregate for Hard Quality 6 to

10mm size (Lead up to 30KM) with Rupees Nine

Spreading the stone aggregate for Hundred Sixty

rolling and W.B.M. including filling Five And Paise

Eighty Two Only

the interstices to required camber

and gradient (excluding spreading

of Blindage)(iv) Chipping varying

from 6mm to 25mm size.

Rolling and consolidation of soling

Rupees Twenty

including filling in depressions

7 15985.20 Sq.mt 22.36 Two And Paise

which occur during the process, Thirty Six Only

with power roller 8 tonne to

Total Rs.

Say Rs.

Deputy Executive Engineer

Panam high level Canal Sub Dn.No.3

I/We am/are willing to carry out the work at………………...… % 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

In words In words

All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or directed.

All the columns in schedule should be filled in ink and the total of the entries in the last coulmn

should be struck by the contractor under his signature.

Rates quoted include clearance of site (prior commencement of work and at its close) in all respects

and hold good for work under all conditions, site, moisture, weather etc.

To be continued on additional sheets, if found necessary.

Executive Engineer

Panam Project Division