Establishing Carbon Natural Green Campus in Adarsh Nivashi School (Girls) building at Vasedi Dist. Chhotaudepur (Rain water harvesting)

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and stacking 338.00 Cum 125.86

of useful materials and disposing the excavated stuff within all lead and lift for

all sorts of soil.

2 Excavation for foundation from 1.50 mt to 3.00 mt. depth including sorting out 120.00 Cum 174.56

and stacking of useful materials and disposing the excavated stuff within all

lead and lift for all sorts of soil.

3 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 210.00 Rmt. 339.05

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (G) 110mm dia.

4 Providing and fixing to wall, ceiling and floor 10.0 kgF/cm2 working pressure 100.00 Rmt. 696.90

polythelene pipes of the following out side low density, complete with special

flange compression type fittings wall clamps etc. including making good the

wall, ceiling and floor (H) 160mm dia.

5 Providing junction for rain water junction chamber of size 0.60 x 0.60 x 0.75m 18.00 No. 9652.57

with excavation of size 1.96 x 1.96 m & 0.15m thick C.C.1:2:4 bed concrete

including brick masonary wall in C.M. 1:6 of 0.75m height & 0.23m thick with

15mm thick cement plaster inside & outside & 1.06 x 1.06 RCC (1:2:4) slab of

thickness 0.15m with CRS steel and 0.60m x 0.45m cast iron manhole cover

with frame weight not less than 35 kg as per directed by Engineer-in-charge.

6 Providing Filter chamber of brick work in C:M 1:6 of size 2.06m x 1.20m x 5.00 No. 17749.74

1.20m & excavation dimension of 2.66m x 1.81 x 1.35m including C.C 1:2:4

bed concrete of 0.15m thick including brick work in C.M. 1:6 for 23cm thick wall

including 15mm thick cement plaster inside & outside with cement slurry &

10cm thick RCC 1:2:4 top cover with frame of minimum weight of 35 kg & filling

filter material kapchi in layers (25-40mm & 10-20mm) & B.T. metal 40mm &

sand as per directed by Engineer-in-charge

7 Providing Recharging pit of size 2.0m dia. & 2.0m depth of water logging with 8.00 No. 15021.73

excavation filling the pit with gravel & sand in layers including making 300mm

dia bore depth of 4.5mt & above concrete with kapchi in layers (25-40mm & 10-

20mm) & B.T. metal 40mm & filling brick as directed by Engineer-in-charge.

8 Filling in foundation and plinth with sand in layers of 20 cm thickness including 6.00 Cum 489.28

watering, ramming and consolidating etc. complete with all lead and lift.

9 Providing and laying controlled cement concrete M-150 and curing complete 6.00 Cum 4124.71

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Foundations, footings, base of columns, plinth slab

and mass concrete.

10 Providing and laying brick work using common burnt clay building conventional 21.00 Cum 4568.40

type bricks having crushing strength not less than 35 Kg./Sq.cm. in foundation

and plinth in cement mortar 1:5 (1 cement : 5 fine sand) for below plinth

including the cost of all materials and labour charges etc. complete.

11 Providing and laying controlled cement concrete M-200 and curing complete 8.00 Cum 5593.78

including the cost of form work but excluding cost of reinforcement for

reinforced concrete work in Plinth Slab.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

12 Providing I.S.I. Mark T.M.T. bar Fe-500D bar reinforcement for R.C.C. work 480.00 Kg. 77.29

including bending, binding and placing in position complete for all floor level.

13 Providing 20 mm thick double coat mala cement plaster on interior brick / 116.00 Sq.m. 296.77

concrete work for plastering comprising of base coat of 12 mm thick cement

plaster in cement mortar (1 cement : 4 coarse sand) in rough finishing and

mm thick top coat of cement mortar 1:2 (1 cement : 2 coarse sand) finished

with trowel including scaffolding, curing, 10 x 10 mm grooves etc. complete for

Ground floor.

14 Constructing brick masonary chamber for underground C.I. Inspection chamber 18.00 No. 3223.93

and bends with bricks having crushing strength not less than 35 Kg. Cm2 in

C.M. 1:5 precast RCC cover 455mm x 610mm internal dimensions with frame

(R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete (i) inside dimension 455mm x 610 mm

and 450mm deep for single pipe line.

15 Constructing brick masonry chamber for underground C.I. Inspection chamber 15.00 No. 3933.95

and bends with bricks having crushing strength not less than 35 Kg. cm2 in

C.M. 1:5 precast RCC cover 500mmx 700mm internal dimensions with frame

(R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete (i) Inside dimensions 500mm x 700mm

and 450mm deep for single pipe line.

16 Constructing brick masonry chamber for underground C.I. Inspection chamber 15.00 No. 7180.44

and bends with bricks having crushing strength not less than 35 Kg. Cm2 in

C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal

dimensions, total weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C. top slab with 1:2:4 mix (1-

cement :2- coarse sand : 4 graded stone aggregate 20mm size) foundation

concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete etc.

complete. (iii) Inside dimensions 600mm x 850 mm and 450mm deep for pipe

lines with three or more inlets.

17 Providing and laying (two level or slopes) and jointing with stiff mixture of 180.00 Rmt. 518.84

cement mortar in proportion 1:1, salt glazed stone ware pipes of pipes 150mm

laying lime concrete 1:2:4 (1-Lime putty : 2 fine sand : 4 graded brick

aggregates 40mm nominal size) bedding for stoneware pipes of following

internal diameters with necessary formwork and curing complete.

18 Providing and laying (to level or slopes) and jointing reinforced concrete light 150.00 Rmt. 665.48

duty non pressure pipes I.S. Class NP-2 of the following internal diameter with

collars and butt ends prepared for collar joints including testing of joints

complete. (D) 300mm dia.

TOTAL Rs.

i.e. Rs. Twelve lacs Fourty Four thousand Nine hundred Two and Seven paisa only.

I/We am/are willing to carry out the work @ _______ __ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ___________________

In words ____________________ In words ____________________

It. Rate in

Description of Item Qty. Unit Amount

No. figures

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there

is a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Chhotaudepur (R & B) Sub Division, Chhotaudepur (R & B) Division, Chhotaudepur (R & B)

Chhotaudepur Chhotaudepur Division,