- SJMMSVY UDP-88 GRANT (2022-23)

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

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

complete excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.250 and curing

complete excluding the cost of formwork and reinforcement for

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

and Mass concrete.

6 Ground Beam/ Plinth Beam

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in(A) BEAMS :(i) Having cross-

sectional area 0.05 to 0.08 Sq.M

7 Column Above G.L

Providing and laying controlled cement concrete M.200 exposed work

with curing etc. complete including the cost of formwork but excluding

the cost of reinforcement for R.C.C. work in (B) COLUMNS:(i) Having

cross-sectional area 0.05 to 0.08 Sq.M

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

8 5240.00 bending, binding and placing in position complete upto floor two level 76.21 Kg

Brick work using common burnt clay building bricks having crushing

9 strength not less than 35 kg./Sq.Cm. in Superstrucure above plinth in

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional

a) Super Structure

39.50 Ground Floor 4289.33 Cmt

Qty Description RATE PER AMOUNT

Providing 15 mm. thick cement plaster in single coat on brick/concrete

10 wall for interior plastering upto floor two level finished even and smooth

in (A) cement mortar 1 : 4 (1 cement : 4 sand)

228.00 Ground Floor 173.40 Smt

20mm. thick sand faced cement plaster on walls upto 10 meters above

ground level consisting of 12mm thick backing coat of Cumt 1:3 (1

cement :3 sand ) and 8mm thick finishing coat of Cumt 1:1(1 cement

:1sand)etc. complete.

176.50 Ground Floor 335.65 Smt

Finishing wall with weather proof exterior emulsion paint on wall surface

(two coats with two coats primer) to give an required shape even shade

after thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

404.50 Wall Plaster 147.58 Smt

Providing and fixing 1.20 Metre high fencing with 2.0 Metre longM.S.

Angle posts 40mm x 40 mm x6 mm and oil painting 3 coatsfixed at

Mt,C/c. with five Horizontan lines and two diagonalsof galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre,strained and fixed to posts

with G.I,staples including fixing thepostsin ground with 0.5 M x 0.5.M x

0.5 M. block in C.C1:5:10 etccomplete.

Excavation for foundation upto 1.5 m depth including sorting out and

14 256.00 stacking of useful materials and disposing off the excavated stuff upto 50 129.81 Cmt

Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides

of foundations etc. in layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable for

either collar joints or rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete.

16 100.00 (IS - 458/ 1989 ( Class NP3 Test Pressure 0.7 Kg/sq.cm 900mm Dia.)Note : 4141.15 Rmt

One collar should be supplied with each full length plain ended RCC pipe,

cost included in rates below. One rubber ring should be supplied with

each full length socketed pipe, cost included in rates below.

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as directed

17 100.00 by Engineer-in-charge including conveyance from stores to site of work, 391.00 Rmt

labour, giving hydraulic testing as per ISI code (NP-3 300mm Dia. Pipe)

Qty Description RATE PER AMOUNT

Providing and constructing Sewer manholes, scraper manholes and unit

house connection chamber, as per the type design in brick masonry in C.

M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3

necessary 100 mm coping with reinforcement in R.C.C.M. 200 fixing C. I.

steps and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house connection

chambers and fixing Manhole covers (but excluding supplying of manhole

covers) over scraper manhole etc. complete, providing and fixing safety

chain wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl. excavation).A. Manhole

type "A" Circular type having inside diameter of 1200 mm for depth up to

1.5 M (for 150 mm to 500 mm dia sewer)

4.00 Manhole type "A" as above but upto 1.0M depth. 14005.85 No

Extra depth beyond 1.0 M but upto 1.5 M depth for type "A" manhole

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store

or at site of work precast RCC M.200 Frame & cover suitable to drainage

19 M.H. and as per type design & Drawing including cost of reinforcement

M.S. Angles or Flat, curing mold work etc.

4.00 Frame suitable for 50cm opening of MH 1289.15 No

4.00 Cover suitable for 50cm opening of MH 1348.95 No

Total Amount with GST

Total Amount with GST

Add 2% Contigency charge

Add 1% QC charge

GROSS ESTIMATED AMOUNT