Different Repairing Flood Damage Work Due to Heavy rain last monsoon at D.R.P.

It. Rate in Amount in

specification and reference to book Quantity Unit

of specifications)

1 Dismentalling C.C. foundation or 10.380 Cum 654.70

flooring sorting & stacking useful and

unuseful material from the dismentalled

materials in lead upto 200mt. as

directed under detailed specifications

2 Excavation in all sorts of soil (including 255.00 Cum 79.00

wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft

murrum & H.M. including sorting &

stacking and depositing the excavated

stuff in uniform layers as and where

directed upto lead of 30 m and lift as

shown below including clearing the site

etc. compute (including dewatering) (B)

For foundation trenches of C.D. work (a)

0 to 3m depth

3 Providing and laying foundation 38.080 Cum 3424.30

concrete of proportion as under by using

cement, sand and machine crushed

course aggregate laid in situ including

necessary temping, smooth finishing,

watering and curing as directed with all

leads and lifts etc complete. (a) PCC

4 Providing and laying RCC 1:1.5:3 grade 157.360 Cum 5101.40

by using cement, sand and crushed

metal for different items like copping

work, pier cap, abutment cap, Wearing

coat, Skin concrete, Solid slab upto

cm. thick, Barrel of canal syphons,

barrel of R.C.C. through, & beams for

foundation and super structure as per

approved design incl. providing

necessary centering, shuttering and

form work, vibrating, smooth finishing,

watering and curing as directed with all

leads and lifts etc. comp.

5 Providing and laying HYSD/TMT Fe- 9.710 MT 71366.00

415,500D steel bar reinforcement for

R.C.C. works and anchor bars with

providing binding wires including cutting,

bending, welding, binding in position,

hooking, placing in position with all

leads & lifts etc. complete.(c) TMT Fe-

Schedule-B Bill of Quantity.xlsx

Description of Item (with brief

It. Rate in Amount in

specification and reference to book Quantity Unit

of specifications)

6 Earth work in embankment from borrow 16600.48925 Cmt. 156.00

pits in all sorts of soil and soft murrum

or other suitable strata as directed

including breaking the clods and

dressing to the design sections

including cutting the proud section with

lead as under and all lift including site

clearing etc. complete.(c) 200 to

Mt. And Extra lead charges for each

additional km lead or part thereof

beyond 1.0 km and upto 5.0 km for

embankment work including all lifts etc.

complete.Up to extra 4 km.

7 Drilling for 35 mm. dia. or specified 20.000 Rmt 537.00

holes for spillway foundations in all sorts

of formation for grout holes for

consolidation and curtain grouting of

spillway work etc. complete..

8 Providing burnt brick masonary 2nd 34.210 Cmt. 4182.00

class in cement mortar in 1:5 proportion

for foundation & superstructure upto

6.00 mt. height including striking out

joints 20mm deep curing watering

finishing joints and providing scaffolding

as directed as comp.

9 Providing cement plaster of cement & 369.600 Smt. 196.80

sand to brick masonary including

racking out joint with scaffolding

finishing watering curing etc. complete.

(b) 12 mm thick C.M. 1:3

Total Amount Rs.

Total Amount Rs.

Note : આ કામગીરી અલગ અલગ જગ્યાએ ડેમના માટીપાળાના સ્લોપમાાં કરવાની હોઇ સ્થળ સ્સ્થતિ અવશ્ય

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx