Providing Under Ground Water Tank, New Doors in Girls Hostel and Boys Hostel, Window repair in Administrative Block and water Harvesting System in NCC Academy at Jeetnagar, Dist. Narmada

Name of Work : Providing Under Ground Water Tank, New Doors in Girls Hostel and Boys Hostel, Window

repair in Administrative Block and water Harvesting System in NCC Academy at Jeetnagar, 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 (B) Dense or Hard 193.00 Cu.M 160.89

2 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out

and stacking of useful materials and disposing off the excavated stuff upto 50 100.00 Cu.M 174.56

Meter lead. (B) Dense or Hard soil

3 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 50 Meter 50.00 Cu.M 187.29

lead.(B) Dense or Hard soil

4 Filling available excavated Earth (Excluding Rock ) in trench plinth side of foundation

etc. in layer not excluding 20 cm in depth consolidation each deposited layer by 173.00 Cu.M 137.47

ramming and watering etc. complete

5 Providing and laying ordinary cement concrete M150 for curing complete including

cost of formwork but excluding the cost of reinforcement for reinforced concrete 10.00 Cu.M 4018.79

work in (A) Foundations, footings,Base of columns,Plinth Slab and Mass concrete.

6 Providing and laying ordinary cement concrete M250 for curing complete including

cost of formwork but excluding the cost of reinforcement for reinforced concrete 27.00 Cu.M 4460.16

work in (A) Foundations, footings,Base of columns and Mass concrete.

7 Providing and laying ordinary cement concrete M200 and curing complete including

the cost of form work but excluding the cost of reinforcement for reinforced concrete 8.00 Cum 6473.09

work for Slab All floors

8 Providing and laying ordinary cement concrete M-200 and curing complete including

the cost of form work but excluding the cost of reinforcement for reinforced concrete 21.00 Cum 8846.59

work in Vertical Walls for All Floor

9 Providing TMT bar reinforcement of Fe-500D for R.C.C. work including bending

binding and placing in position complete for All Floor 4080.00 Kg. 77.29

10 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or

half brick walls for interior plastering upto floor two level and finished even and 140.00 SqM 179.56

smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)

11 Providing, supplying and fixing mosquito/insect proof net to windows using powder-

coated aluminium frame of approved size and section, fitted with high-quality

fiberglass or nylon mosquito mesh, including all necessary accessories such as corner

cleats, screws, rubber gaskets, handles, magnetic catches/clips and fixing

arrangements. The mesh shall be properly stretched and fixed within the frame to 62.00 Sq.M 2083.63

ensure a neat appearance and effective protection against mosquitoes and insects.

The work includes measuring, cutting, fabrication, transportation, installation, testing

and commissioning, and all labour, materials, tools, tackles and incidental charges

complete as directed by the Engineer-in-Charge.

12 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

chowkhats architraves, holdfasts and other attachment etc. complete and stacking 632.00 Each 196.66

them within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

13 Providing and fixing machine cut, free edges, pre mirror polished Grenite marble

stone slab 18 mm thick (single piece not less than 150 cm ) for vertical

wall/Doors/Windows Sill,Jams for cladding as per design including full moulded

round inside edge and laid on 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse

sand) jointed with grey cement slurry including rubbing and polishing finishing etc.

14 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)

to give an required shape even shade after thoroughly brushing the surface to remove 905.00 Sq.M 122.14

all dirt, and remains of loose powdered materials.etc complete

15 Providing and fixing Single shutter 35mm Thick door solid core wooden flush shutter

conferming to IS:2202 & ISI approved manufacture, covered with 1 mm thick

laminates on each side of shutter, 6 mm thick polished teak wood beading on

periphaery, 150 mm-200 mm S.S. Handles and S.S. Fixtures & Locking Arrangement

on Each shutter, fixed with 4 Nos. 150 mm High S.S. hinges Complete as directed by

Engineer in charge

16 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel

shutter having extra reinforcement on sides & edges in Gel coat finish. The core of the

shutter & frame is to be filed up with injected fire retardant grade polyurethene foam

done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & 148.00 Sq.M 2377.76

fintures. The whole FRP frame & shutter is to be water proof weather proof, termite

proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures & fastenings & fastener sleeve.

17 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure

poluthene pipes of the following outside Dia. Low densidy, complete with special

falnge compression type fittings, wall clipsetc. including making good the wall ceiling 414.00 Rmt. 339.05

and floor.(G)110 mm

18 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure

poluthene pipes of the following outside Dia. Low densidy, complete with special

falnge compression type fittings, wall clipsetc. including making good the wall ceiling 160.00 Rmt. 515.27

and floor.(G)160 mm

19 Providing junction for rain water juncton chamber of size 0.60x0.60x0.75m with

excavation of size 1.96x1.96 m & 0.15m thick c.c.1:2:4 bed concrete including brick

masonary wall in CM 1:6 of 0.75m height & 0.23m thick with 15mm thick cement

plaster inside & outside & 1.06x1.06 RCC (1:2:4) slab of thickness 0.15m with CRS 20.00 Nos. 7327.55

steel and 0.60mx0.45m cast iron manhole cover with frame weight not less than

kg as per directed by Engineer-in-charge

20 Providing Filter chamber of Brick work in C:M 1:6 of size 2.06mx1.20m x1.20m &

excavation dimension of 2.82mx 1.96x1.35m 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 10.00 Nos. 15162.12

with frame of minimum weight of 35 kg & filling filter material kapchi in layers (25-

40mm & 10-20mm) & BT metal 40mm & sand as per directed by Engineer-in-charge.

21 Providing water harvesting pit of 2.00 mt x 2.00mt x 4.00 mt. size for water logging

with excavation in any strata upto four meter depth, filling the pit with B.T. Metal

mm in 0.60 mt. depth, 25-40mm kapachi for 0.30 mt. depth 10-20mm kapachi for

0.30 mt. depth and .30 mt. depth with coarse sand in layers including making P.V.C. 4.00 Nos. 68541.63

line for water inlet etc. as directed with 250mm dia bore 35 mt. depth and 150mm dia

P.V.C. pipe of 10 Kg.f/ Cm2 casing with gravel packing or as directed.

22 Providing, supplying, transporting and fixing factory-made Precast RCC Drain of

internal size 600 mm × 600 mm, manufactured using M-30 grade concrete and Fe-500

reinforcement, including U-Type (water seal trap) arrangement for prevention of foul

odour, insects, rodents and backflow of wastewater/sewage, complete as per

approved drawings and specifications. The work shall include excavation to the

required depth and width in all types of soil, dressing and preparation of foundation,

providing and laying PCC bedding of specified grade and thickness, lowering, placing

and aligning precast RCC drain units to the required line, level and gradient, jointing

and sealing with approved cement mortar/non-shrink grout or sealant, installation of 550.00 Rmt 5555.00

U-Type Fuzi units at specified intervals, testing for alignment, flow and

watertightness, curing, backfilling and compaction around the drain with approved

material, disposal of surplus excavated material within the specified lead and lift, and

all labour, materials, machinery, loading, unloading, handling, transportation, lifting,

tools and plants, dewatering (if required), safety provisions, taxes, royalties and

incidental charges necessary for the satisfactory completion of the work, as directed

by the Engineer-in-Charge.

23 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 35 90.00 Sqm 705.95

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.

24 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line and level,filling the joint with 80.00 Rmt 374.92

C:M 1:3 (1cement:3fine sand) etc complete.

In Word : Rupees Eighty-Two Lakh Fifty-Two Thousand One Hundred Sixty-Nine and Twenty-Four 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. 63200 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

Rajpipla (R&B) Sub-Division Rajpipla (R&B) Division

Rajpipla Rajpipla