UDP-88- 2024-25 GRANT

Name Of Work : CONSTRUCTION OF COMPOUND WALL AND PAVER BLOCK AT COMMUNITY HALL AND

DRAINAGE LINE AT PRANTIJ NAGARPALIKA AREA AT PRANTIJ.

Schedule-B1 : CONSTRUCTION OF COMPOUND WALL AT COMMUNITY HALL AT GALECHI BHAGOL AT

Sr. No. Description Quantity Unit Rate Amount

1 Excavation for foundation upto 1.5M depth including sorting out and 87.08 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 14.18 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 10.72 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 9.07 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 46.62 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 8.87 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 101.43 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 12.60 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 72.00 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 26.91 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, 87.08 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 3174.00 Kg 77.29

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

13 Providing 20mm thick sand faced cement plaster on walls upto 373.80 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 756.00 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 25.20 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 373.80 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 of Brick work and stone masonry including stacking of 18.40 Cu.M. 562.85

serviceable materilas and disposal of unserviceable materials with

all lead and lift.(ii) In Cement Mortar.

18 Demolition including stacking of serviceable materilas and disposal 1.40 Cu.M. 1081.84

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

Total ( B1 ) :-

Schedule-B2 :PROVIDING AND FIXING OF PAVER BLOCK AT COMMUNITY HALL AT GALECHI BHAGOL AT

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 15.00 Cu.M. 1081.84

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

2 Dismentaling tiled of stone floors laid in mortar including stacking of 50.00 Sq.M. 49.18

serviceable materilas and disposal of unserviceable materials with

all lead and lift.

3 Filling, Foundation & Plinth with murrum or selected soil in layers of 540.00 Cu.M. 294.39

20 cms thickness including watering , ramming and consolidation etc

4 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 72.00 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

5 Providing and fixing pre-cast Rubber Dye/ steel dye inter locking 720.00 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

6 Providing and fixing pre-cast concrete kerb stone of gray cement 126.00 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 ( B2 ) :-

Schedule-B3 :CONSTRUCTION OF DRAINAGE PIPE LINE AT BHALCHANDR HOME TO SHAMNHUBHAI HOME AT

Sr. No. Description Quantity Unit Rate Amount

1 Demolition including stacking of serviceable materilas and disposal 5.40 Cu.M. 1081.84

of unserviceable materials with all lead and lift

2 Excavation for foundation upto 1.5M depth including sorting out and 200.57 Cu.M. 122.99

stacking of useful materials and disposing of the excavated stuff as

directed Engineer In-charge upto all Lead.

Loose or Soft Soil.

3 Supplying and fixing reinforced concrete heavy duty non- pressure 110.00 R.M. 660.00

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering

and laying (to level or slopes) of class NP3 of following internal

daimeters.(i) 300mm dia.

4 Filling available excavated earth ( excluding rock ) in trenches, 59.83 Cu.M. 136.92

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

consolidating each deposited layer by ramming and watering.

5 Constructing Manhole with RCC top slab in 1:2:4 mix (1-Cement, 2-

Coarse Sand, 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-Bick bats

40+50 mm size) inside plaster 15 mm. thick with cement mortar 1:5

(1-cement , 5-coarse Sand) finished with a floating coat of neat

cement and making channels in cement concrete 1:2:4 mix (1-

Cement, 2-Coarse Sand, 4-graded stone aggregate 20mm nominal

size) finished smooth comlete including curing and festing (i) Inside

size 900 mm x 1200 mm and 1.5 m. deep including C.I. cover with

frame size 560 mm diameter total weightof cover & frame to be not

less than 128 kgs (Wt of cover 64 kg and wt of frame 64 kg) or

Bombay pattern jali (A) with 230 mm thick walls of brick masonary

using brick having crushing strength not less than 35 kg/sq.cm. in

cement mortar 1:5 (1-cement , 5-coarse Sand)

(i) A type depth 0.90 Metre for 150mm 2.00 Nos 11042.75

diameter sewer.

(ii) B type depth 1.50 Metre for 150mm diameter sewer. 4.00 Nos. 19349.64

6 Filling, Foundation & Plinth with murrum or selected soil in layers of 14.85 Cu.M. 294.39

20 cms thickness including watering , ramming and consolidation etc

7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 14.85 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

Total ( B3 ) :-

Total (B1 to B3 ) :-