JILLA AYOJAN (2026-27) & MLA FUND-33 (2026-27) GRANT

Name Of Work : CONSTRUCTION OF SHED ,PAVER BLOCK,PROTECTION WALL,C.C. FLOOR AT DIFFERENT

DIFFERENT PLACES AT PRANTIJ NAGARPALIKA AT PRANTIJ.

Schedule-B1 : PROVIDING AND FIXING PAVER BLOCKAT SHETH P AND R SCHOOL AT PRANTIJ NAGARPALIKA

Sr. No. Description Quantity Unit Rate Amount

1 Box cutting the road surface to proper slope and camber for making 84.33 Cu.M. 109.05

a base for road work including removing the excavated stuff and

depositing on the road side slope as directed Engineer In-charge

2 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 33.73 Cu.M. 3095.25

sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A)

Foundation and Plinth

3 Providing and fixing pre-cast Rubber Dye/ steel dye inter locking 337.34 Sq.M. 706.93

concrete block 60 mm thick with grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per approved design

confirming to IS 15658: 2006 including 35 mm sand layer for

leveling and filling the joint with sand in proper line and level as per

guidelines of IRC:SP 63-2018 etc. complete.

4 Providing and fixing pre-cast concrete kerb stone of gray cement 20.00 RMT 374.93

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine

sand) etc complete.

Total ( B1 ) :-

Schedule-B2 :CONSTRUCTION OF SHED WORK SHETH P AND R HIGH SCHOOL AT PRANTIJ NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Dismentaling tiled of stone floors laid in mortar including stacking of 36.58 Sq.M. 49.18

serviceable materilas and disposal of unserviceable materials with

all lead and lift.

2 Excavation for foundation upto 1.5M depth including sorting out and 20.74 Cu.M. 212.52

stacking of useful materials and disposing of the excavated stuff with

Loose or Soft Soil.

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 1.73 Cu.M. 3095.25

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 3.60 Cu.M. 4345.72

excluding the cost of formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

5 Providing formwork of ordinary timber planking so as to give a 14.40 Sq.M. 181.85

rough finish including centering, shuttering, strutting and propping

and centering below supporting floor to ceiling not exceeding 4M.

And removal of the same for in sity reinforced concrete and plain

concrete work in ( A ) Foundation, footing, Base of Columns and

6 Providing and laying controlled cement concrete M250 and curing 2.40 Cu.M. 4734.71

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

7 Providing formwork of ordinary timber planking so as to give a 19.20 Sq.M. 315.74

rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

8 Filling available excavated earth ( excluding rock ) in trenches, 20.74 Cu.M. 136.92

plinth, sides of foundation etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming and watering.

9 Providing T.M.T. Steel Bar Reinforcement for R.C.C.work including 822.00 Kg 77.29

bending, and placing in position complete upto floor two level.

10 Painting Three coats ( including One Coat priming coat & Two Coat 591.30 Sq.M. 68.57

enamal Paint) on new steel and other metal surface with snthetic

enamel paint ,brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

11 Steel work welded, in built up sections, framed work including 31.68 Quintal 6747.08

cutting hositing, fixing in position and applying a priming coat of red

(B) In trusses and trussed purlins upto 25 m span and 15m overall

12 Providing corrugated G.I. sheets roofing fixed with galvanised iron 90.00 Sq.M. 734.19

“J” or “L” hooks bolts and nuts 8 mm diameter with bitumen and G.I.

limpet washeres, filled with white lead complete excluding the cost

of purlins rafters and trusses (1) 0.80 mm thick sheet.

13 Brick work using common burnt clay building bricks having crushing 6.21 Cu.M. 4526.75

strength not less than 35 kg./Sq.Cm. in foundation and plinth in

Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional Extra

for brick work in superstructure above plinth level upto

floor two level (B) Conventional

14 Providing 20 mm thick double coat mala cement plaster on interior 54.00 Sq.M. 284.33

brick / concrete work for plastering comprising of base coat of

mm thick cement plaster in cement mortar (1 Cement : 4 coarse

sand) in rough finishing and 8 mm thick top coat of cement mortar

1:2 (1 Cement : 2 Coarse sand) finished with trovel including

scaffolding curing etc. complete.

15 Wall painting (two coats) with plastic emulsion paint of approved 54.00 Sq.M. 82.97

brand and manufacture on undecorated wall surface to give an even

shade including throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered smooth.

Total ( B2 ) :-

Schedule-B3 :CONSTRUCTION OF PROTECTION WALL AT DUMPING SITE AT PRANTIJ NAGARPALIKA.

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth including sorting out and 236.93 Cu.M. 212.52

stacking of useful materials and disposing of the excavated stuff with

Loose or Soft Soil.

2 Excavation for foundation for depth from 1.5 m to 3.0 m including 0.00 Cu.M. 235.05

sorting out and stacking of useful materials and disposing off the

excavated stuff with all lead.(A) Loose or soft soil

3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 19.53 Cu.M. 3095.25

Sand : 6- hand broken stone aggregates 40mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation & Plinth

4 Providing and laying cement concrete M250 and curing complete 24.62 Cu.M. 4345.72

excluding the cost of formwork and reinforcement for reinforced

concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

5 Providing formwork of ordinary timber planking so as to give a 111.72 Sq.M. 181.85

rough finish including centering, shuttering, strutting and propping

and centering below supporting floor to ceiling not exceeding 4M.

And removal of the same for in sity reinforced concrete and plain

concrete work in

( A ) Foundation, footing, Base of Columns and mass concrete

6 Providing and laying controlled cement concrete M250 and curing 16.06 Cu.M. 4734.71

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in

7 Providing formwork of ordinary timber planking so as to give a 183.54 Sq.M. 315.74

rough finish including centering shuttering

strutting and propping etc. height of propping and

centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain

concrete work in. (G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan.

8 Providing and laying cement concrete M200 and curing complete 25.74 Cu.M. 4603.91

excluding the cost of formwork and reinforcement for reinforced

concrete work in

( c ) Shelves, Lintel ,Beams, slab, landing upto two floor level.

9 Providing formwork of ordinary timber planking so as to give a 198.00 Sq.M. 205.26

rough finish including centering, shuttering, strutting and propping

etc. height of propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4M. And removal of the

same for in sity reinforced concrete and plain concrete work in

(H) (1) Sides and soffits of beams, beam haunchings, cantilever,

girders bressumers, and lintel not exceding 1 m in depth

10 Brickwork using common burnt clay building bricks having crushing 39.85 Cu.M. 4495.98

strength not less than 35kg/Sq.cm. In foundation and plinth in

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

(B) Conventional

Extra for brickwork in super structure above floor two level

11 Filling available excavated earth ( excluding rock ) in trenches, 236.93 Cu.M. 136.92

plinth, sides of foundation etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by ramming and watering.

12 Providing T.M.T. Steel Bar Reinforcement for R.C.C.work including 6642.60 Kg 77.29

bending, and placing in position complete upto floor two level.

13 Providing 20mm thick sand faced cement plaster on walls upto 565.95 Sq.M. 321.10

height 10mt. Above ground level consisting of 12mm thick backing

coat of C.M. 1:3 ( 1-cement : 3-sand ) and 8mm thick finishing cost of

C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

14 Providing and fixing M.S. grills of required pattern to wooden frame 500.00 Kg. 106.29

of windows with M. S. flat at required spacing & frame alround,

square or round bars with round bars with round headed bolts and

nuts or by screws.

15 Painting Three coats ( including One Coat priming coat & Two Coat 20.00 Sq.M. 105.43

enamal Paint) on new steel and other metal surface with snthetic

enamel paint ,brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

16 Finishing Wall with Weather Proof Exterior Emulsion Paint on wall 565.95 Sq.M. 65.25

Surface (Two Coats) to give an required shape even shade after

throughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

17 Demolition and disposal of unserviceable materials with all lead and 148.50 Cu.M. 622.36

lift.(i) Lime concrete

Total ( B3 ) :-

Schedule-B4 : Construction of c.c. flooring near Dashama mandir @ Prantij Nagar Palika

Sr. No. Description Quantity Unit Rate Amount

1 Providing and laying controlled cement concrete M.250 and curing 40.85 Cu.M. 4629.30

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.

2 Providing formwork of ordinary timber planking so as to give a 22.80 Cu.M. 286.87

rough finish including centering, shuttering, strutting and propping

and centering below supporting floor to ceiling not exceeding 4M.

And removal of the same for in sity reinforced concrete and plain

concrete work in( C ) Vertical surface such as wall

3 Providing 20mm thick sand faced cement plaster on walls upto 121.60 Cu.M. 321.10

height 10mt. Above ground level consisting of 12mm thick backing

coat of C.M. 1:3 ( 1-cement : 3-sand ) and 8mm thick finishing cost of

C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.

4 Providing and fixing M.S. grills of required pattern to wooden frames 400.00 Cu.M. 106.29

of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or

by screws (A) Plain Grill.

5 Painting Three coats ( including One Coat priming coat & Two Coat 144.40 Sq.M. 105.43

enamal Paint) on new steel and other metal surface with snthetic

enamel paint ,brushing to give an even shade including cleaning

surface of all dirt, dust and other foreign matter.

Total ( B4 ) :-

Schedule-B5 :PROVING AND FIXING PAVAR BLOCK FROM BEHIND RAIN BASERA NEAR BY BIRD HOUSE AT

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 0.95 Cu.M. 1081.84

of unserviceable materials with all lead and lift. (i) R.C.C. work

2 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 3.00 Cu.M. 3095.25

sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A)

Foundation and Plinth

3 Providing and fixing pre-cast Rubber Dye/ steel dye inter locking 40.00 Sq.M. 706.93

concrete block 60 mm thick with grade of concrete M30 pneumatic

compressed/vibrated mechanically and as per approved design

confirming to IS 15658: 2006 including 35 mm sand layer for level

4 Providing and fixing pre-cast concrete kerb stone of gray cement 8.00 RMT 374.93

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design and including

excavation for fixing in proper line and level,filling the joint with C

Total ( B5 ) :-

Total (B1 to B5 ) :-