GOVERNMENT GRANT

Name Of Work : CONSTRUCTION OF PERCOLATING WELL AT DIFFERENT 8 SITE AT UNJHA.

Schedule-B1 : CONSTRUCTION OF PERCOLATING WELL AT DIFFERENT 8 SITE AT UNJHA.

Sr. No. Description Quantity Unit Rate Amount

1 Dimolition and disposal of unserviceable 0.15 Cu.M. 622.37

materials with all lead and lift .(ii)

unreinforcement cement concrete.

2 Excavation for foundation upto 1.5M depth 10.26 Cu.M. 212.52

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter Lead.

Loose or Soft Soil.

3 Excavation for foundation 1.5M to 3.0m depth 0.00 Cu.M. 235.05

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter Lead.

Loose or Soft Soil.

4 Excavation for foundation 3M to 5.0m depth 0.00 Cu.M. 257.58

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 Meter Lead.

Loose or Soft Soil.

5 Providing and laying cement concrete 1:3:6 ( 1: 0.68 Cu.M. 2968.91

Cement : 3- Coarse Sand : 6- hand broken stone

aggregates 40mm nominal size) and curing

complete excluding cost of formwork in

(A) Foundation & Plinth

6 Providing and laying controlled cement concrete 2.56 Cu.M. 4425.62

M250 and curing complete including the cost of

formwork but excluding reinforcement for

reinforced concrete work in Foundation, footing,

Base of Columns and mass concrete

7 Brickwork using common burnt clay building 4.27 Cu.M. 3424.52

bricks having crushing strength not less than

35kg/Sq.cm. In foundation and plinth in Cement

mortar 1:6 ( 1-Cement :6- Fine Sand )

(B) Conventional

8 Providing 15mm thick cement plaster in single 23.91 Sq.M. 184.78

coat on Rough (Similar)side of single or half brick

walls for interior plastering upto floor two level

and finished even and smooth in (i) Cement

mortar 1:3 (1-cement:3-sand)

9 Filling available excavated earth ( excluding rock ) 10.26 Cu.M. 136.92

in trenches, plinth, sides of foundation etc. in

layers not exceeding 20cm in depth consolidating

each deposited layer by ramming and watering.

10 Providing TMT Bar FE 500D reinforcement for 179.20 Kg 77.29

R.C.C. work including bending, binding and

placing in position complete upto floor two level

11 Drilling 250/300mm dia.Pllot bore at above 60.00 R.Mt. 568.63

village site in all strata by mud flush direct rotary

Ring from 0.00 mtr. To 230 mtrs.

12 Reaming of 250/300mm dia. Bore hole to 60.00 R.Mt. 347.44

following bore hole including assembling, joining,

lowering of housing casing strainer pipes and

other assemble item with gravel packing and

other assemble items with packing and clay ball

packing etc. (2)550dia.bore hole from 0.00 to

13 Supply crushed stone aggregate size 20mm to 14.53 Cu.M. 452.13

14 Supplying and Supplying ISI Standard R.C.C.Pipes 61.80 R.Mt. 630.24

in standard lengths of following class and

diameter suitable for either M.S.clamp jionts

taxes,insurance,transportation,freight

charges,octroi,inspection

charges,loading,unloding,conveyance to

department stores,stacking etc (i) NP3 of

following internal daimeters.(iv) 250mm dia.

15 Labour Charge For Making holes in R.C.C. NP-3 60.00 R.Mt. 202.00

casing for a borewell involves strategically

drilling openings in the casing pipe to allow water

to enter the well from the desired water-bearing

strata. With all Neccessery Machnery And

Materials. As Per Directed By Engineer Incharge

16 filling in foundation and plinth with brick Bats 5.20 Cu.M. 621.46

Chhara in layers of 20cm. thickness including

watering, remming and consolidating etc.

Total FOR 1 NOS:-

Total FOR 8 NOS:-

Total ( B1 ) :-