Construction of Compound wall in Godown Campus at Tilakwada Ta:-Tilakwada, Dist Narmada

Name of Work: Construction of Compound wall in Godown Campus at Tilakwada Ta:-Tilakwada, Dist

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

No. specifications) Quantity Unit Rate Amount

1 Excavation for foundation up to 1.50 MT depth including sorting out and stacking of

useful materials and disposing the excavated stuff up to 50 mt lead (A) Loose & soft 178.00 Cmt 125.86

2 Providing & laying controlled cement concrete M150 for curing comp. including

cost of form work and excluding cost of reinforcement for reinforced conrete work 30.00 Cmt 3793.56

in foundation and plinth

3 Provinding and Laying controlled cement concrete M-250 including finising smooth

with curing complete including the cost of form workbut excluding the cost of 25.00 Cmt 4461.17

reinforced concrete work in foundation FOOTING and mass cocrete.

4 Providing and laying controlled cement concrete M 250 using B.T. stone aggregate

and curing complete including the cost of form work but excluding the cost of 8.00 Cmt 7841.64

reinforcement for reinforced concrete work in. Columns up to plinth Level

5 Provinding and Laying controlled cement concrete M-250 & including finising

smooth with curing complete including the cost of form work but excluding cost of

reinforcement concrete for RCC PLINTH BEAM for any cross sectional area of beam. 20.00 Cmt 5883.25

6 Provinding and Laying controlled cement concrete M-200 and with curing

etc.complete. Including the cost of formwork but excluding the cost of

reinforcement for R.C.C work in Column heving any cross section area of 11.00 Cmt 7834.57

Column.For Ground Floor Column.

7 Brickwork using common burnt clay building bricks having crushing strength not

less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement 79.00 Cmt 4279.98

: 6 -fine sand) (C) Fly Ash

8 Providing and casting in situ ordinary cement concrete M- 150 for coping, over

riding returns including formwork curing and finishing complete. 6.00 Cmt 3705.34

9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level 6708.00 Kg 77.29

10 Providing 20 mm thick sand faced cement plaster on walls for all height above

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

: 3 sand) and 8mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand) including 1009.00 Sqm 353.98

making necessary cornices as directed etc. complete.

11 Wall painting two coats with weather proof acralic emulsion APEX type paint of

approved brand & manufacture and of required shade on exterior wall surface to

give an even shade over and including a primery coat with alkaly resistance primer 1009.00 Sqm 122.14

of approved brand after throughly brushing surface to remove all dirt and remains

of loose powdered materials etc comp. for all height.

12 Providing & fixing M.S. grills of required pattern in gaps of openings including frame

work etc. with one coat of red lead paint & two coats of oil paint etc. complete. 700.00 Kg 116.90

13 Providing and fixing concertina coil fencing with punched tape concertina coil

mm dia 10 mt openable length having 50 no rounds per 6 mt length, upto 3mt

height of wall with existing angle iron (50mm x50mm x5mm )requird shaped As per

Directed Engeenier in charge. placed 2.4mt or 3.00mt apart and with 4 horizontal

R.B.T. reinforced barbed wire(3 mm) , stud tied with G.I. staples and G.I. clips to 210.00 Rmt 353.50

retain horizontal, including necessary bolts or G.I.barbed wire tied to angle iron, all

complete as per direction of Engineer-in-charge, with reinforced barbed tape

(R.B.T.)/Spring core (2.5 mm thick) and weight 43.478 gm/meter at compound wall

for ESR M4/ intakewell.

In Word : Twenty Lakh Twenty Nine Thousand Five Hundred Ninety Nine Rupees and Thirty Eight Paise Only.

I/We am/are willing to carry out the work at… % 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 * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

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 amount of dismentalled credit materials at Rs. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades his own cost befor execution as directed and to be approved From the

Engineer In Charge.

Deputy Executive Engineer Executive Engineer

Const.(R&B) Sub Division Rajpipla (R&B) Division

Rajpipla Rajpipla