Dismentalling of Old VRB and Constructing New Box Type VRB at Ch. 108441 ft. of MAIN CANAL of DRP, Banaskantha.

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

1 Dismentalling masonary in lime or 40.00 Cmt. 497.20

cement & stacking of useful material

from the dismentalled materials as

directed under detailed specifications etc

comp. (a) Brick

2 Dismentalling of RCC work viz. 56.00 Cmt. 1514.90

slab,beam, lintel, barrel, stairs, case etc

including removing the steel from the

dismentalled portion without damage to

reinforcement sorting and stacking of

useful and unuseful material from the

dismentalled material directed under

detailed specifications etc. comp.

3 Excavation in all sorts of soil (Including 253.00 cmt. 79.00

wet and slushy conditoin of soil ) with

yellow, sandy, gravelly soil including

soft murrum and H.M. including

stracking and depositing the

excavated stuff in uniform layers as

and where directed up to lead 30 mt.

and lift as shown below including

clearing the site etc complete (including

dewatering) (B) for foundation trenches

of C.D.works (a) 0.0 to 3.0 Mt

4 Construction of Diversion for Structure 60.00 Rmt. 3325.00

work with 300 mm thick Earthwork of

Compacted of BTMC 45-63 mm Metal

including maintenance, filling undulation

and watering throughout the construction

period etc. complete as per instruction of

Engineer-in-Charge.

5 Providing and laying foundation concrete 51.00 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. (a) PCC

Schedule-B-Boq.xlsx

Description of Item (with brief

It. Rate in Amount in

specification and reference to book of Quantity Unit

specifications)

6 Providing and laying in position reinforce 25.00 cmt 5241.00

cement concrete using crushed

aggregate including providing necessary

form work, centering, vibrating, smooth

specified finishing, curring as required

for specified lead and all lifts etc.

complete in M-15 grade (a) for

foundation

7 Providing and laying in position reinforce 178.00 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 500 9.51 MT 71366.00

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 500D steel bars

9 Backfill with delected earth including 189.50 cmt 67.00

ramming consolidation including

watering with leads as under and all lifts

etc complete. (a) 0 to 30 mt.

10 White washing with lime on wall surface 48.35 Sqmt. 12.70

(Two coats) To give an even shade

including throughly broming the surface

to remove all dust morta and othe

foreign mattters.

11 Providing and filling sand behind 123.00 cmt 481.65

abutments and between returns in layers

as directed

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B-Boq.xlsx