Checkdam

Name of work:- Construction of a new checkdam at Gadvel Simada kotar Near

Sr no 21 Of Village Lakhna Ta. Dhanpur Dist Dahod

: SCHEDULE -B :

Items of work Estimated rates Amount in

No. Quantity Unit

In Figures In Words

Excavation for foundation in One hundred

overburden in all sorts of soil hard four rupees

murrum , gravel etc including shoring 104.05 five paisa cmt

1 356.54 , strutting and depositing the only.

excavated stuff in regular stacks or

layers with lead up to 500 mtr and all

lifts. (By Machinery) (A)Excluding

Excavation for foundation below Two Hundred

overburden in soft rock including twenty two cmt

shorting out & depositing the rupees only.

2 152.80 excavation stuff as and where

directed with lid up to 500 mtr and all

lifts . (Machinery ) (A) a

Excluding dewatering

Providing & Laying in position Three

"NOMINAL MIX" cement concrete thousand

using cement, sand and seven cmt

crushed aggregate by mass and hundred fifty

machine mix for C.C./R.C.C work incl. four only.

necessary formworks

3 409.72 centering, scaffolding, compaction by

vibrator, curing as directed with all

lead & lift etc

complete Without Dewatering and

excluding cost of steel

reinforcement.(A) For Foundation

concrete / General purpose(a) C. C.

Nominal Mix, M-15 and MSA-40 mm

Providing & Placing in position Eighty two

reinforcement bars including cutting, thousand

bending, welding joints where nineteen Mt

necessary, hooking etc. complete as 82019.00 rupees only.

per drawing for all lead and lifts.

Providing and fixing 110 mm diameter Three

P.V.C..Pipe (6 kgf / sqcm) Water spout 369.20 hundred sixty

with necessary iron grating as per nine rupees Rmt

design twenty paisa

Providing and fixing in position 1.80 m Three No

high above finished ground level canal 3103.00 thousand one

data boards of standard size 1.20m x hundred

0.90m with M.S. angle 40mm x 40mm three rupees

6 x 6mm with 3mm thick iron plate in only.

1:5:10 proportion concrete block size

40cm x 75cm including painting

existing data on the board

etc.complete as directed

Excavation in all sorts of soil .By

machinery including preparing 1769.00 One Hour

etc.comp. (where qty can not be thousand

7 10.00 measured).J.C.B. 4 CX, seven

(RA as per Annexure-7) hundred sixty

Providing 300 mm thick pucca rubble Nine hundred

pitching in C.M. 1:5 proportion with 932.80 thirty two Sqmt

8 the surface pointed with cement rupees eighty

48.00 mortar of 1:3 proportion etc. paisa only.

complete for all leads and lifts.