Removing Pipe Type Structure and Constructing Box Type Culvert at Ch.2470 mt of 7R Distry and 1470 mt of dharisana minor and Repairing work of 7R Distry of DRP. [Reinvited]

It. No. specification and reference to book of Quantity Unit Rate in Rs.

specifications)

1 Dismentalling Masonary in lime or 22.11 Cmt 497.20

Cement & Stacking of useful and

unusefull Material from the dismentalled

materials as directed under detailed

specification etc. comp. (a) Brick

2 Dismentalling the existing RCC pipes 7.50 Rmt 181.20

including sorting out and stacking of the

useful materal (pipe) upto lead 200 mt.

as directed under the specificaion. (i)

225 mm to 400 mm diameter

(iii) 650 mm to 900 mm diameter 5.00 Rmt 488.90

(iv) 1000mm to 1200 mm diameter 5.00 Rmt 601.00

3 Dismentalling road surface including 50.00 Smt 51.50

sorting & stacking of useful and unuseful

material from the dismentalled materials

as directed under detailed specifications

etc. complete. (B)Asphalt

(c) W.B.M. 10.00 Cmt 349.50

4 Excavation in all sorts of soil (including 131.83 Cmt. 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)

(A) for all canal capacity

(a) 0 to 3 Mt. depth

5 Providing and laying foundation concrete 10.50 Cmt. 3424.30

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.

6 Providing and laying CC 1:2:4 grade 57.85 Cmt. 5053.10

using cement, sand and crushed metal

including providing and erecting

necessary form work, centering,

vibrating, smooth finishing, watering and

curing as directed with all leads and lifts

etc complete. (a) Super strucutres

Schedule-B Bill of Quantity

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Rate in Rs.

specifications)

7 Providing and laying in position reinforce 110.96 Cmt. 5996.00

cement concrete using crushed

aggregate including providing necessary

form work, centering, vibrating, smooth

specified finishing, curring as required

for specified leads and all lifts etc

complete in M-20 grade

(c) for walls, including top and bottom

slab of outlet sluice etc complete.

8 Providing and laying HYSD/TMT Fe 415 3.385 MT 71366.00

, 500D steel bar reinforcement for

R.C.C. works and anchor bar with

providing binding wires including cutting,

bending, welding, binding in position

hooking, placing in position with all leads

& lifts etc. complete.

(C) TMT FE 500Dsteel bars

ramming consolidation including

watering with lead as under and all lifts

etc. complete.(a) 0 to 30 m

10 Jungle clearance of specified category 1.736 Ha 20708.00

and bushes for canal/dam work as

directed with disposing materials etc.

complete.(Excluding tree of girth above

0.5 Mt.)(b) For Medium dence

11 Clearing silt from canal /drain bed by 824.91 Cum. 177.50

digging the same to the required bed

level and gradiant incl. depositing the

excavated earth regularly in spoil bank

for utilising the same for preparing the

bund after breaking clods as and where

directed for lead up to 200 m & lift up to

3 m as under (excluding weed cutting).

(b) For canal 20 to 250 Cusecs..

12 Providing & laying 7.5 cms thick cast in 9637.80 Sq.Mt. 344.10

situ C.C.1:2:4 grade with the use of

crushed aggregates for canal lining

works incl. use of all equipments,

scaffolding, centering form work etc. with

finishing as required to the exposed

surface, making asphalt joints as

directed and watering and curing

(without sleepers) with all lead & lifts

etc.complete.

Schedule-B Bill of Quantity

Description of Item (with brief

It. No. specification and reference to book of Quantity Unit Rate in Rs.

specifications)

13 Construction of Diversion for Structure 40.00 Rmt 3309.77

work with 300 mm thick Earthwork of

Compacted of BTMC 40-63 mm Metal

including maintenance, filling undulation

and watering throughout the construction

period etc. complete as per instruction of

Engineer-in-Charge. (As per RA).

14 Providing, Supplying, Laying & Fixingin 7.50 Rmt 2026.70

position under ground R.C.C. hume pipe

of NP2 classas per I.S.I. Standered

specification of prescribed diameter incl.

filling the joints & with providing

necessary collars with cement mortar of

proportion C.M. 1:1 inclusive of testing

for leakage and working pressure as

directed with all cost of materials &

labour for all leads and lifts etc.

complete.(d) 900 mm dia

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity