Constructing Check Dam @ Village Chadasana, Ta - Idar, Dist. - S.K.

(with brief specification and reference to book of Quantity Unit Amount

specifications) In Figure

[1] Excavation for foundation in overburden in all

sorts of soil hard murrum , gravel etc including

shoring , strutting and depositing the excavated

stuff in regular stacks or layers with lead up to

500 mtr and all lifts. (By Machinery), Including

dewatering

[2] 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, compaction by vibrator, curing as

directed with all lead & lift etc complete Without 55.05 Cum 3346.00

Dewatering and excluding cost of steel

reinforcement.

S-3(A)a-(b) C. C. Nominal Mix, M-10 and MSA-40

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

Coping etc. 216.59 Cum 4439.50

C. C. Nominal Mix, M-15 and MSA 20 mm

[3] Excavation in all sorts of soil .By machinery

including preparing etc.comp. (where qty can not 104.00 Hr 1769.00

be measured). J.C.B. 4 CX.

[4] Deepening of tank in all type of soil with yellow,

sandy, gravelly soil including wet and slushy

condition of soil including soft murrum & hard

murrum by machinery including conveying and

spreading excavated stuff as &where directed

with lead up to 1.00 km and all lift etc. complete.

[5] Providing &Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing

for all lead and lifts.

TMT / CRS (FE 500 D)

Rupees Eighteen lacs Fourty Eight Thousand Four Hundred Three and Paisa Fifty Four Only

I/We _____________________________________ am/are willing to carry out the work at

____________________% above / below (should be written in figure and words) the tendered amount