Providing 10 Nos. Deep Tube Well at AIIMS, Deoghar, Jharkhand

BILL OF QUANTITY

Name of Work: Providing 10 Nos. Deep Tube Wells at AIIMS Deoghar

Sl. DSR Description of Item Unit Rate Total Quantity Amount

1. NS Pumping Test / Yield Test for pump configuration and regulating water from Each ₹ 75,143 10 ₹ 751,430

2. NS Water Quality / Chemical Analysis Test (Lab Test) Each ₹ 11,560 10 ₹ 115,605

3. 4.1.3 Providing and laying in position cement concrete of specified grade Cum ₹ 7,760 10 ₹ 77,597

excluding the cost of centring and shuttering – all work up to plinth level-

1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)

4. 23.1.1.3 Boring/drilling bore well of required dia for casing/strainer Metre ₹ 873 900 ₹ 785,927

pipe, bysuitable method prescribed in IS:2800 (part I) including collecting

samples from different strata, preparing and submitting strata

chart/bore log, including hire and running charges of all equipments, tools,

plants and machineries required for the job, allcomplete as per direction

of Engineer in charge, upto 90 metre depth below ground level-

5. 23.2.2.1 Boring / drilling bore well of required dia for casing/strainer pipe, Metre ₹ 1,645 600 ₹ 987,218

by suitable method prescribed in IS:2800 (part I) including collecting samples

from different strata, preparing and submitting strata chart/bore log,

including hire and running charges of all equipments, tools, plants and

machineries required for the job, all complete as per direction of Engineer

in charge, beyond 90 metre

and up to 150 metre depth below ground level-

7. 23.8 Gravel packingin tubewell construction in accordance with IS:4097, Cum ₹ 1,558 100 ₹ 155,850

including providing gravel fine/ medium/ coarse, in required grading and

sizes as per actual requirement, all complete as per direction of

Engineer in charge

8. 23.11.3 Supplying, assembling, lowering and fixing in vertical position in bore well, Metre ₹ 2,312 500 ₹ 1,156,216

ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2

mm) mild steel screwed and socketed/plain ended casing pipes of

required dia, confirming to IS:8110, of reputed and approved make, including

painted with outside surface with two coats of anticorrosive paint of

approved brand and manufacturer, including required hire and labour

charges, fittings and accessories, all complete, for all depths, as

per direction of Engineer in charge.

200 mm nominal size dia

9. 23.12 Development of tube well in accordance with IS:2800 (part I) and IS: Hour ₹ 966 500 ₹ 482,957

11189 to establish maximum rate of usable water yield without sand

content (beyond permissible limit) with required capacity air

compressor for required time till well is fully developed, measuring yield of

well by “V” notch method or any other approved method, measuring

static level and drawdown etc. by step draw down method, collecting water

samples and getting tested in approved laboratory i/c disinfection of

tubewell, all complete including hire and labour charges of air

compressor, tools and accessories etc, all as per requirement and direction

10. 23.13.3 Providing and fixing suitable Each ₹ 296 10 ₹ 2,960

11. size threaded mild steel cap or spot welded plate to the top of bore well

housing / casing pipe, removable as per requirement, all

complete for borewell of- 200 mm dia

12. 23.14.3 Providing and fixing M.S. clamp of required dia to the top of casing / housing Each ₹ 1,925 10 ₹ 19,249

pipe of tubewell as per IS: 2800 (part I) including necessary bolts and nuts of

required size complete.

13. 23.15.3 Providing and fixing Bail plug/Bottom plug of required dia to the bottom of Each ₹ 325 10 ₹ 3,251

pipe assembly of tubewell as per IS: 2800 (part I)

14. 18.7.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) Metre ₹ 977 1500 ₹ 1,464,991

pipes, having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe. This

includes jointing of pipes & fittings with one step CPVC solvent cement

and testing of joints complete as per direction of Engineer in Charge.

15. Code no. Supplying, fixing, testing and commissioning of butterfly valve of PN 1:6 rating Set ₹ 2,515 10 ₹ 25,149

3028 with bronze/ gunmetal seat duly ISI marked complete with nuts, bolts, washers,

gaskets conforming to IS: 13095 of following sizes as required-

16. Code No Providing, installation, testing and commissioning of non-return valve Set ₹ 2,739 10 ₹ 27,393

3300 of following sizes confirming to IS: 5312 complete with rubber gasket, GI

bolts, nuts, washers etc as reqired-

17. NS -81 Supply, Lowering, installation and testing of submersible pumping set with 5 Each ₹ 148,552 10 ₹ 1,485,519

HP to 7.5 HP motor 4 stage pump suitable for 15-20 m3 hr at 100 to 150

metre head respectively with three phase

18. NS-82 Providing and fixing submersible aluminium cable 6 sq.mm Metre ₹ 1,214 2,500 ₹ 3,036,111

from submersible pump to panel

19. NS-83 Providing and fixing Panel Board for submersible pump fitted with DOL Each ₹ 21,387 10 ₹ 213,869

stater ammeter, voltmeter single phase preventer MCB of off switch push

bottom duly wired and made out of 16/18

Digitally signed by

KUMARI 15:31:32 IST

20. 2.8.1 Earth work in excavation by mechanical means (Hydraulic Cum ₹ 302 2,500 ₹ 755,542

excavator) / manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan),

including dressing of sides and ramming of bottoms, lift upto

1.5 m, including getting out the excavated soil and disposal

of surplus excavated soil as directed, within a lead of 50 m.

All kind of soil

21. 2891- Supply, Laying and joining HDPE with all fittings as per direction of engineer Meter ₹ 82 12,000 ₹ 986,143

Electrical in charge.

22. NS Supply and fitting of 1.5 HP Lift Pump (Booster Pump) with all fittings Each ₹ 213,869 10 ₹ 2,138,685

23. 7.1.1 Laying of one number PVC insulated and PVC Sheathe / XLPE power cable 1.1 Meter ₹ 408 5,000 ₹ 2,038,661

Electrical KV grade of following size direct in ground including excavation, sand

cushioning, protective covering and refilling the trench etc as required

with all necessary fittings and accessories.

24. Construction of Pump house cum control Panel room (11 Each

Sq. Meter roof area)

Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30 cm in depth, 1.5 m in width as

well as 10 sqm on plan) including getting out and disposal of

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-

Providing and laying in position ready mixed or site batched design

mix cement concrete for plain cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard

settingof concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering,

and finishing as per direction of the engineer-in-charge; for the

following grades of concrete.

4.2.1 All works upto plinth level :

Concrete of M10 grade with minimum cement

Providing 220 laying

in position ready mixed or site batched design

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate / retard setting

of concrete, to improve durability and workability without impairing

strength; including pumping of concrete to site of laying, curing,

for all leads; but excluding the cost of centering, shuttering, finishing

and reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra cement up to 10% of the

minimum specified cement content

in design mix shall be payable separately. In case the cement content

in design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix

or bear the cost of extra cement.

5:33:01 All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Concrete of M30 grade with minimum cement

content of 350 kg /cum

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Concrete of M30 grade with minimum cement

content of 350 kg /cum

Concrete of M25 grade with minimum cement

content of 330 kg /cum

Concrete of M25 grade with minimum cement

5.33.1.1 cum 1.726 ₹ 7,997.30 Digitally signed by

content of 330 kg /cum

PRIYA PRIYA KUMARI

KUMARI 15:31:32 IST

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

Centering and shuttering including strutting, propping etc. and

1.5 4.3 removal

of form work for :

4.3.1 Foundations, footings, bases for columns Sqm 166.642 ₹ 307.95 ₹ 51,317.40

Brick work with common burnt clay F.P.S. (non modular) bricks of

designation 7.5 in superstructure above plinth level up to floor V level

all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8288.35

1.7 13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half brick wall of

6 mm cement plaster of mix :

13.16.1 1:3 (1 cement : 3 fine sand)

Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm)

over and including priming coat of exterior primer applied

@ 2.20kg/10 sqm

Distempering with 1st quality acrylic distemper, having VOC

Organic Compound ) content less than 50 grams/ litre, of approved

brand and manufacture, including applying additional coats wherever

required, to achieve even shade and colour.

13.81.2 Two coats

9.138 Providing and fixing glazing in fire resistant door shutters, fixed

& partitions etc., with G.I. beading made out of 1.6 mm thick G.I.

(zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed

with M4 x 38 mm SS screws at distance 75 mm from the edges and

150 mm c/c , including applying a coat of approved fire resistant

powder coating of not less than 30 micron on G.I. beading, & special

ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC

2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-

with glass of required thickness having 60 minutes of fire resistance

both integrity & radiation control (EW60) and minimum 20 minutes of

insulation (EI20). The manufacturer have to give test

report/certification

of fire glass and the glass should have the stamp showing the value of

SUB HEAD : 9.0 WOOD AND P.V.C. WORK 206

Code Description Unit Rate

No.E, EW & EI. The glass shall be tested in approved NABL

or by any other accreditation body which operates in accordance with

Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the

of the slab, including rubbing and polishing complete with base of

2.4. Electrical Fitting LS 2.000 ₹ 18,000.00 ₹ 36,000.00

DSR ITEM TOTAL ₹ 8,969,103

NON DSR ITEM TOTAL ₹ 9,764,298

TOTAL (DSR+NON DSR) ₹ 18,733,401

Digitally signed by

PRIYA PRIYA KUMARI

KUMARI 15:31:32 IST