15 Taka Discretionary Taluka Level Yojana 2026-27 Construction of Smashanbhumi at Village Karmkhal Ta. Nanapondha Dist. Valsad (Re-invite)

Name of Work : Construction of Smashanbhumi at Village Karmkhal Ta. Nanapondha

BILL OF QUANTITIES

Item No. Item of work Quantity

Unit Rate In figures Amount

'Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

1 materials and disposing off the excavated stuff 61.83 Cu.mt 149.830

upto 50 Meter lead. (B) Dense and Hard Soil

Filling available excavated earth (Including rock in

trenches plinth, sides of foundations etc. in layers

2 not exceeding 20 cm. in depth consolidating each 28.60 Cu.mt 130.390

deposited layer by ramming and watering)

Providing and laying cement concrete 1:2:4 (1-

Cement : 2- coarse sand : 4- hand Machine

3 crushed stone aggregates 40 mmnominal size) 16.47 Cu.mt 3855.140

and curing complete including cost of formwork in

Providing and laying controlled cement concrete

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

4 for reinforced concrete work in foundation, 13.29 Cu.mt 4420.880

footings base of column and mass concrete. (A)

Providing and laying controlled cement concrete

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

5 for reinforced concrete work in All Types of 2.06 Cu.mt 8542.580

Column D) Column, Pillers, posts and struts , upto

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

6 for reinforced concrete work in All Types of 3.71 Cu.mt 8542.580

Column D) Column, Pillers, posts and struts, upto

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

7 for reinforced concrete work in All Types of 0.50 Cu.mt 8582.980

Column D) Column, Pillers, posts and struts, upto

Providing and laying controlled cement concrete

M.250 and curing complete inculding the cost of

formwork but Excluding the cost of the cost of

8 reinforcement for reinforced concrete work in 3.78 Cu.mt 8582.980

Beams. (E) Beam, upto Plinth

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

9 for reinforced concrete work in All Types of 6.02 Cu.mt 6599.340

Beams,(E) Beam, Ground Floor

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

10 for reinforced concrete work in All Types of 1.04 Cu.mt 6639.740

Beams,(E) Beam, First Floor

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

11 for reinforced concrete work in All Types of 5.80 Cu.mt 5830.730

Slab,All Thickness (C) Slab - Ground Floor

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

formwork but Excluding the cost of reinforcement

12 for reinforced concrete work in All Types of 0.95 Cu.mt 5871.130

Slab,All Thickness (C) Slab First Floor

Providing and laying controlled cement concrete

M.200 and curing complete inculding the cost of

13 formwork but Excluding the cost of reinforcement 2.69 Cu.mt 6788.210

for reinforced concrete work in Chajja. Upto

Providing TMT Bar FE 500D reinforcement for

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

14 placing in position complete upto floor two 2422.60 Kg 76.300

level,Ground Floor, First Floor , Second Floor,

Third Floor, Terrace Floor (all floor).

Brick work using common brunt clay building

bricks having crushing strength not less than

15 kg/sqcm. in foundation and plinth in cement 1.72 Cu.mt 4021.020

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B)

Conventional Ground floor upto Plinth

Brick work using common brunt clay building

bricks having crushing strength not less than

kg/sqcm. in superstructure above plinth level upto

16 floor two level in cement mortar 1:6 (1 cement :6 15.08 Cu.mt 4295.990

fine sand) etc.comp. (B) Conventional Ground

Providing 15mm thick cement plaster in single

coat on Rough (Similar)side of single or Full/half

brick walls for interior plastering upto floor two

17 level and finished even and smooth in (ii) Cement 114.04 Sq.mt 171.800

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

20mm thick sand faced cement plaster on walls

upto height 10 metres above ground level

consisting of 12mm thick backing coat of C.M. 1:3

18 (1-cement : 3-sand) and 8mm thick finishing coat 221.61 Sq.mt 300.660

of C.M. 1:1 (1-cement : 1-sand) etc. complete.

Providing laying and jointing in true line and level

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be

19 concealed as directed including necessary fittings 7.20 Rmt 195.670

etc. including testing of pipe and joints and fixing

the same with adhesive solvent, including cost of