Construction of New Cattle Farm Shed at village Ekalbara & Tejgadh Ta. Chhotaudepur and village Mundamor Ta. Kwant Dist. Chhotaudepur (Deposit work)

No. figures

1 Excavation for foundation upto 1.50 mt depth including sorting out and 402.00 Cum 212.52

stacking of useful materials and disposing the excavated stuff for all lead

and lift for all sorts of soil.

2 Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 108.00 Cum 2781.12

8 stone aggregates 40mm nominal size) and curing complete excluding

cost of form work in foundation and plinth.

3 Providing and laying cement concrete M-200 (1 cement : 2 coarse sand 156.00 Cum 4650.04

: 4 graded stone aggregates 20mm nominal size) and curing complete

excluding cost of form work in foundation and plinth.

4 Providing I.S.I. Mark T.M.T. Bar 500D reinforcement for RCC work 6240.00 Kg. 77.29

including bending, binding and placing in position up to floor two level for

Ground floor.

5 Providing and laying brick work using common burnt clay building 171.00 Cum 4568.40

conventional type bricks having crushing strength not less than

Kg./Sq.cm. in foundation and plinth in cement mortar 1:6 (1 cement :

fine sand) including the cost of all materials and labour charges etc.

6 Filling in plinth with sand under floors including watering, ramming, 90.00 Cum 489.28

consolidating and dressing etc. complete.

7 Providing 15 mm thick cement plaster in single coat on fair side brick / 594.00 Sq.m 253.61

concrete walls for interior plastering upto floor two level and finished even .

and smooth in cement mortar 1:3 (1 cement : 3 sand) finishing with a

floating coat of neat cement slurry including making groove interior

plastering above floor two level for Ground floor.

8 Steel work, welded in built up sections framed work including cutting, 10500.00 Kg. 91.08

hoisting, fixing in position and applying a priming coat of read lead paint.

(A) In beam and joists, channels, angles, tees, flats, with connecting plate

or angle cleat as in main and cross beam. Hip and jack rafters, purlins

connected to common rafters and the like.

9 Providing and fixing corrugated G.I. powdered coated sheet of roofing 1173.00 Sq.m 1565.50

fixed with galvanished iron J or L hooks, bolts and nuts 8mm diameter .

with bitumen and G.I. limpet washer or G.I. limpet washer filled with white

lead complete excluding the cost of purlins, rafters and trusses. (1)

mm thick sheet.

10 Providing and fixing to wall, ceiling and floor 10.0 Kg.F/Cm2 working 90.00 Rmt. 460.56

pressure polythene pipes of the following outside dia. low density,

complete with special flange compression type fittings, wall clamps etc.

including making good the wall, ceiling and floor. (G) 110mm dia.

Total Rs.

i.e. Rs. Fifty Four lacs Three thousand Four hundred Eighty Seven and Sixty Eight 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.

It. Rate in

Description of Item Qty. Unit Amount

No. figures

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. _____________________

In words ____________________ In words ____________________

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) Division,

Chhotaudepur Chhotaudepur Chhotaudepur