Construction of Pipe Culvert at Nana bhandariya to Pipal lag cart track road in Up Stream side of Vadi Irrigation Scheme (4th attempt)

No (INR) (Words)

Excavation in all sort of strata and

formations incl. depositing the

unuseful excavated stuff as and where

1 directed incl sorting and stacking

useful materials as directed upto

mt lead and all lift etc. complete incl.

dewatering.

(A) IN OVERBURDEN INCL. HARD Rs. Seventy

MURRUM. Nine

(B) IN SOFT ROCK. 24.00 Cu.m 176.00 hundred

Seventy six

Providing,cutting,bending,binding and

fixing in position as per drawing .TMT

Rs.Seventy

BAR , reinforcement for R.C.C. works

six thousand

2 and anchor bars incl cost of black 0.770 MT 76574.00

five hundred

annealed 16 to 18 BWG M.S.. Wire

seventy four

etc.complete with all lead and lift.(b)

Providing, supplying, Lowering, and

laying ISI Standard R.C.C. NP-3 Class

pipes in standard lengths of following

Diameter suitable for either collar

joints or rubber ring joints including all

taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to Site, and jointing in

3 proper position, grade and alignment

at all level as directed by Engineer-in-

charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied

with each full length plain ended RCC

pipe, cost included in rates below. One

rubber ring should be supplied with

each full length socketed pipe, cost

included in rates below. .

thousand nine

(G) 900mm dia. 23.000 RMT 3969.00

hundred sixty

Prov. & Laying in position "NOMINAL

MIX' cement concrete using cement,

sand and crushed aggregate by mass

and machine mix for C.C. work incl.

necessary formworks centering

scaffolding compaction by mechanical

vibrator,curing as directed with all lead

& lift etc complete

FOR GENERAL PURPOSE

C) Concrete grade 1:2:4 and MSA- Rs. Three

40mm thousand eight

Sch.B Pipe culvert

It. Rate Rate

Description of Item Qty Unit Amount in Rs.

No (INR) (Words)

E) Concrete grade 1: 1.5 :3 and MSA- Rs. Four

20mm thousand Four

hundred Fifty

Earth work in embankment from

borrow pits in all sort of soil and soft

murrum or other suitable strata as

directed incl breaking clods and

Rs. Seventy

5 dressing to the design section with 393.00 Cu.m 78.00

lead as under and all lift incl.site

clearance etc comp. For all canal

capacity & Without rolling and watering

200 to 1000 mt lead

Taking Photography and Video graphy

before, during and after work etc incl Rs. Five

editing video, labour cost. Or Directed Hundred

by Engineer-in-charge.

(Rupees Five lac Nine Thousand Nine Hundred Seventy Four and Ninety Eight Paisa )

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

*Estimated amount put to tender Rs. *Estimated amount put to tender Rs.

Deduct % Below Rs. Add % above Rs.

Net Rs. Total Rs.

(In words) Rupees (In words) Rupees

1 All works shall be carried out as per Public Works Department Hand Book and other specifications of

Division or as directed.

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

struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior to commencement of work and its close) in all respect and

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

4 To be continued on additional sheets, if found necessary

Deputy Executive Engineer

Irrigation Sub Division No.2

Sch.B Pipe culvert