Construction of Compound Wall, Protection Wall & Approach Road in Godown Campus at Jitgadh Ta:-Nandod, Dist Narmada

Name of Work: Construction of Compound Wall, Protection Wall & Approach Road in Godown Campus at

Jitgadh Ta:-Nandod, Dist Narmada

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 & 847.00 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 89.00 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 318.00 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 10.00 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. 26.00 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 14.00 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 103.00 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. 8.00 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 29437.00 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) 1326.00 Sqm 353.98

including 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 1326.00 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. 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

horizontal R.B.T. reinforced barbed wire(3 mm) , stud tied with G.I. staples and G.I. 278.00 Rmt 353.50

clips to 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.

14 Box cutting the road surface to proper slope and camber for making a base for

road work including removing the excavated stuff with desposing on the road side 304.00 Cum 112.02

slope as directed up to 50 mt. Lead

15 Providing, laying and compacting clean sharp sand (CBR not less than10%) below

sub base course including carriage of materials spreading in uniform layers

manually on prepared base and compacting with vibratory roller toachieve desired 106.00 Cum. 353.48

design density including all materials, labour and machineries etc. complete

16 Providing and laying foundation cement concrete 1:3:6 ( 1 cement :3 coarse sand :

6 aggregate 20mm nominal size ) graded concrete and curing complete 123.00 Cum. 3925.48

17 Providing and and laying controlled cement concrete M250 and curing etc. comp.

including the cost of form work and reinforcement for R.C.C. work for internal road. 204.00 Cum. 4185.96

18 Compaction and finishing of cement concrete road by tremix process, providing

extra labour charge for tremix ( Vaccum dewatering service ) process on cement

concrete road surface by using vaccum dewatering pump floater surface vibrator

including making groove 5mm width and filling with polyvynile polymer and rough

finish to surface as per instruction including leveling etc. complete.

19 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated 30.00 Rmt 1095.18

technology of following internal diameter. (i) 300 mm dia.

20 Providing and casting and situ control cement concrete M-200 for Kerbs /Kerb

Blocks in line and level including form work cauring and finnishing completed. 10.00 Cum 4655.16

21 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 : 2006 including 228.00 Sq.Mt 705.95

35 mm Sand layer for levelling and filling the joint with sand in proper line and

level as per guidlines of IRC : SP 63-2018 etc. Complete.

In Word : Seventy Four Lakh Eighty Seven Thousand Eighty Eight Rupees and Twenty Nine 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