Panam High Level Canal

Name of work: Constructing inlet Structures on ch.70m, Ch.350m, Ch.700m , ch.5800m and Ch.6025m of Panam High

Item No. Description of Item Qty.may be more Unit In-Figure In words Amount

Item No 1: Clearing the canal Banks outer

and inner Slopes by Jungle Cutting ,removing

Vegetation, Ghabajaria,Trees,etc. along with Rupees Ten And

burning it's and carrying away as and where

Paise Thirty Only

required and as directed etc. completed by

Item No 2: Excavation for foundation in all

sorts of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry

condition including depositing the excavated

870.300 Cum 102.40 Hundred Two And

Paise Forty Only

stuff in uniform layers in banks or as and

where directed etc. complete for lead up to

500m and3allProviding

Item No: lift. (BY MACHINERY)Excluding

& Laying in position

"NOMINAL MIX" cement concrete using

cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding, Rupees Three

3 compaction by vibrator, curing as directed 45.700 Cum 3346.00

with all lead & lift etc complete Without Hundred Forty Six

Dewatering and excluding cost of steel Only

(a) C. C. Nominal Mix, M-10 and MSA-40 mm

Item No: 4 Providing & Laying in position

"NOMINAL MIX" cement concrete using

cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding, Rupees Four

compaction by vibrator, curing as directed Thousand Four

with all lead & lift etc complete Without Hundred Thirty Nine

Dewatering and excluding cost of steel And Paise Fifty Only

j) For Wing wall / Return wall / Head wall /

Coping etc.C. C. Nominal Mix, M-15 and MSA

Item No 5:-Providing and fixing in position (

different diameter ) I.S.,NP-3 class reinforced

pipe with caulking the joints with cement Rupees Two

mortar 1:1 proportion,using jute string Thousand Eight

5 soaked in cement slurry, finishing joints and 25.000 Rmt 2857.70 Hundred Fifty Seven

laying pipes to the designed grade and levels, And Paise Seventy

curing etc. complete for all leads and lifts.S - Only

8e. NP-3 class 900 MM dia pipe.

Item No 6:-Earth work in embankment using

selected soil, soft & hard murrum excavated Rupees One

from approved borrow area / village tanks Hundred Thirty

etc. Including conveying, spreading in

Eight And Paise

uniform layers, breaking clods and dressing Thirty Five Only

to the designed canal section etc. with lead

upto 500m and all lift.(For canals having Total Rs.

IN WORDS : #NAME?

Deputy Executive Engineer

Panam Highlevel Canal Sub Div. 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

Rs. …………… put to tender Rs. …………

Add …….%above Rs. …………

Rs ……………. Net Rs. …………

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