Compound Wall, Bore Well and Providing Solar LED lights and Seating Arrangement for Smashan Gruh

Name of Work : Constructing Compound Wall, Bore Well, Shed and Providing Solar LED lights

and Seating Arrangement for Smashan Gruh in Vadadala Village, Tal. Bharuch, Dist. Bharuch.

BILL OF QUANTITIES

Memorandum showing item of works to be carried out.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

1 Boring of holes 3.00mt deep in ordinary soil (for cast 61.00 No. 1270.11

in situ piles) and getting out of the soil and disposal of

the surplus excavated soil as directed with in lead of

50mt for following dimeter of piles 250mm dia.

2 Providing & laying Cement Concrete 1:2:4 (1 cement, 13.00 Cum 3481.28

2 course sand, 4 graded stone, aggrigrate, 20mm

nominal size.) & curing complate excluding the cost

of formwork in (a) foundation & plinth for piles.

3 Providing & laying Cement Concrete 1:2:4 (1 cement, 10.60 Cum 8593.80

2 course sand, 4 graded stone, aggrigrate, 20mm

nominal size.) & curing etc complate & including the

cost of from work but excluding the cost of

reinforcement for R.C.C. work in (A) Beams = having

cross sectional area 0.05 to 0.08 Sqm.

4 Providing & laying Cement Concrete 1:2:4 (1 cement, 4.90 Cum 11775.49

2 course sand, 4 graded stone aggregate, 20mm

nominal size.) & curing etc complate & including the

cost of from work but excluding the cost of

reinforcement for R.C.C. work in (B) COLUMN =

having cross sectional area 0.05 to 0.08 Sqm.

5 Providing & laying Cement Concrete 1:2:4 (1 cement, 3.60 Cum 3481.28

2 course sand, 4 graded stone aggregate, 20mm

nominal size.) & curing complate excluding the cost

of work in (A) foundation & plinth for copping.

6 Brick work using common burn clay building brick 41.60 Cum 4289.33

having crushing strength not less then 35Kg/Sq,Cm,

in for super structure above plinth level up to floor

level in cement mortar 1:6 (1 cement, 6 sand)

7 TMT Bar FE 500D reinforcement for R.C.C. work 2247.00 Kg. 76.21

including bending binding & placing in position

complate up to floor level.

8 20mm thick sand faced cement plaster on walls upto 559.00 Sqm 329.29

height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-

sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

9 Colour washing with lime on wall surface (three 559.00 Sqm 17.66

coast) over and including a primer coat of white

washing to give an even shade after thoroughly

brooming the surface to remove all dirt, dust, mortar

drops and other foreign matter.

10 Supplying and erecting LED Solar street lights with 4.00 Each 42662.40

High power White LEDs wattage of 1Watt and above

assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated

and heat sink extruded aluminium with diffuser and

Polycarbonate optics/lenses with company

mark/name engraved orembossed with 36 hours

battery backup & MPPT 24V,7.5 A charge controller

with 12 hours automatic switch on/off with wind

speed resistance 44 m/s as per IEC 61215(E)

36W,3000 lumens, IP-65, PV Module – 2x100W and

6 mtr poles complete erected.

11 Drilling of 250 mm dia. Pilot bore by direct Rotary 66.00 Rmt 865.57

12 Manufacture, supply and Delivery of ISI Marked 48.00 Rmt 1458.44

UPVC Casing pipes (IS 12818 with latest

amendment. 200 mm dia UPVC 'CM' TYPE blank

13 Providing 200 mm dia UPVC 'CM' TYPE strainer 25.00 Rmt 1458.44

14 Bail Plug of length 0.45 meter made from MS 1.00 No. 851.04

medium class pipe as per IS suitable for 200 mm dia.

15 Clamp made from M.S. Plate with 03 holes on either 1.00 Pair 1643.99

side with nuts and bolts of std. make and suitble size

750 mm x 75 mm x 16mm flat to 200 mm dia. Pipe.

16 Providing bore plug having 100 mm height made 1.00 No. 556.36

from UPVC of std. make suitable for 200 mm

17 Supplying and laying of gravel in bore surrounding 9.00 Cum 2049.29

18 Development of bore by Air Compressor 600 CFM- 6.00 Hour 3931.93

19 Submersible Pump Set cat Q-1.5 head180 Mtr H.P. 1.00 No. 16182.22

20 Control Panal upto 3.00 H.P. S.D. 1.00 No. 6993.24

21 Flat P.V.C. Cable Size: 1 R x 3 Cx 6 Sq. M.M. 80.00 Rmt 121.20

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

22 UPVC Column pipes Heavy Duty Grade, 250 mtrs. 39.00 Rmt 525.37

Head. Manufacture, supply and Delivery of 80 mm

Nominal dia UPVC column Pipes including PVC

socket (coupler), Density of pipe 1.38 to 1.43 Gm per

Cm3, OD: 87.5 TO 88.2 MM, wall Thickness End:

mm to 11.9 mm, Barrel: 7.3 mm to 9.00 mm, Length:

23 Excavation for foundation upto 1.5 m depth 1.98 Cum 149.67

including sorting out and stacking of useful

materials and disposing off the excavated stuff upto

50 Meter lead.(B) Dense or Hard soil.

24 Providing and laying cement concrete 1:2:4 (1- 1.98 Cum 3481.28

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth.

25 Steel work welded in built up sections framed work 18.99 Qtl 6595.16

including cutting, hoisting, fixing in position and

applying a priming coat of red lead paint. (D) In

trussses and trussed purlins, upto 25 M. span and

M ovarall height.

26 Providing corrugated G.I. sheet of class-3 roofing 292.50 Sqm 727.13

fixed with glavanished 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) 0.80 mm thick sheet.

27 Providing and fixing Cement benches treatment of 5.00 No. 13429.21

standard size at locations shown in the detailed

drawing and as per instructions of E.I.C.

28 Providing & Fixing Yojana Name Plate as directed. 1.00 No. 505.00

i.e.Rs. Sixteen lakh seventy three thousand one hundred forty three and paise ninety

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

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.

It. Item of Work Qty. Unit Rate in Total

No. Figures Amount

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.

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

Panchayat (R & B) Sub Division Panchayat (R & B) Division Panchayat (R & B) Division

Bharuch Bharuch Bharuch