Checkdam

Name of work:- Construction of a new checkdam at Bhootpatla kotar Near Sr

no 37/a/pk1 Of Village Parmar na khakhariya Ta. Limkheda Dist Dahod.

: SCHEDULE -B :

Item Description of Item(with brief specification and Quantity Unit Rate In Amount

No reference to book of specifications) figures

1. Excavation for foundation in all sorts of soil including yellow 419.50 cum 107.80

sandy gravelly soils ,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in uniform layers in

banks or as and where directed etc. complete for lead up to

500m and all lift. (BY MACHINERY) Including dewatering

2. Excavation for foundation in Soft Rock including depositing the 179.79 cum 249.20

excavated stuff as and where directed etc. complete for lead

upto 500m and all lift. (Machinery)

3. Providing & Laying in position "NOMINAL MIX" cement 495.02 cum 3754.00

concrete using cement, sand and crushed aggregate by mass

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

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 (d) C. C. Nominal Mix, M-15 and

4. Providing & Placing in position reinforcement bars including 5.95 M.T 82019.0

cutting, bending, welding joints where necessary, hooking

etc. complete as per drawing for all lead and lifts. Tmt/CRS

5. Providing and fixing 110 mm diameter P.V.C..Pipe (6 kgf / 84.0 Rmt 369.20

sqcm) Water spout with necessary iron grating as per design

6. Providing and fixing in position 1.80 m high above finished 1.0 No. 3103

ground level canal data boards of standard size 1.20m x

0.90m with M.S. angle 40mm x 40mm x 6mm with 3mm thick

iron plate in 1:5:10 proportion concrete block size 40cm x

40cm x 75cm including painting existing data on the board

etc.complete as directed

7. Excavation in all sorts of soil .By machinery including 10.0 hour 1769.0

preparing etc.comp. (where qty can not be measured).J.C.B.

CX, (RA as per Annexure-7)

8. Providing 300 mm thick pucca rubble pitching in C.M. 1:5 48.0 sqm 932.80

proportion with the surface pointed with cement mortar of

1:3 proportion etc. complete for all leads and lifts.

Rupees Twenty five Lakh(s) thirty two thousand Nine Hundred twenty four Rupees and ten