Urban Development Department Tender

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Urban Development Department - JUIDCO Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Aug 2024
Closing Date23 Aug 2024
Tender Amount₹ 24,87,000 
Notes
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Costs

Summary

Constriction Of Mini Water Supply Scheme At Jatahar Baba In Ward No. 19

Description

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BOQ Items

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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the 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 & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

8

7083

885.4

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Providing and fixing suitable 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

4

1048

262.05

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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp

4

7486

1871.61

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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

8000

71760

8.97

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Supplying Submersible pump sets confirming to IS 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor sutable for working on 415V+10%, 3PH, 50 HZ, A.C. supply withg cable gaurd, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be providing. the pump set shall be sutable for direct coupling, Pump shall have suitable outlet as per manufactures design. Anti thrust stream lined non return vave shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump. (5 HP)

4

113408

28352

... More
Copper Cable 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable 3 core 2.5 sq mm

576.76

43257

75

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D.O.L. Lstarter with SS Enciosure with 380/415 volt as per iS 3914.

4

11504

2876

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PUMP HOUSE Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

14.51

2202

151.82

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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

2.75

1624

589.51

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Providing designation 75 A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.

27.55

15673

568.93

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)

1.98

9810

4961.73

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Providing and laying in position 1:1.5:3 grade of reinforced cement concrete, excluding the cost of centering, shutterng, finishing and reinforcement all work up to plinth level

2.77

14440

5218

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Providing R.C.C..M - 200 with nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.

2.47

14999

6082.45

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Providing designation 75 A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

1.17

6345

5439.85

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Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.

16.82

96727

5752.05

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Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.

165.31

27407

165.8

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Providing R.C.C.. M - 200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.

4.07

221

54.43

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Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. 9.63 KG@ 12OKG/M3=1155.6KG

1.16

93415

80879.07

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Angle section 35mm X 35mm X 5mm In ladder 20' X 2+ 20 X 1'6" = 70' Taking @2.60 kg/Mtr length

55.5

4729

85.22

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Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l. (where materials is not supplied by the deptt.)

60

4938

82.31

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Supplying,fitting and fixing 20 guage G.C.I. sheet gate fitted on M.S Angle frame of size 60x60x6mm. including cost of fabrication, pro-- viding necessary locking arrangement with haskal and domny duly fixed in P.c.c.( 1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all completgas per drawing specification and direction of E/I.

3.76

16087

4283.14

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Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l.

165.31

18029

109.07

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Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l.

165.31

11672

70.61

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Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l.

4.25

231

54.41

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Providing and laying 25mm. thick kotah stone slab fiooring of approved size, terture and colour over 19mm. thick. base of lirme morter (1:1:1) (lime putty:surkhi.coarse sand) laid over and jointed ith grey cement slurry mixed with pigment to match the shade of slab inciuding rubbing and polishing to granolithic finish ith approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specificationand directon of EN. 3001300 mm size

11.13

18921

1699.69

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centering and shuttering including strutting propping etc and removal of form for

47.3

9199

194.5

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PIPE LINE Earth work in excavation (As per I.S 3114/1965 for laying of different types and sizes of pipes so as to giveone metre average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge.

540

81156

150.29

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GI PIPE 65 mm dia ( tata or equivalent make ) including CP &OHC

431.89

204715

474

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GI PIPE 40 mm dia ( tata or equivalent make ) including CP &OHC

570

171000

300

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Laying of G.I.pipes approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and thredding ends where necessary etc. all complete as per specification and direction of Engineer-in-charge.(Pipes to be supplyed departmently free of cost.) 65MM DIA PIPE

303.7

16341

53.81

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Laying of G.I.pipes approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and thredding ends where necessary etc. all complete as per specification and direction of Engineer-in-charge.(Pipes to be supplyed departmently free of cost.) 40MM DIA PIPE

570

16341

28.67

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Providing and fixing G.I fittings of approved make all complete as per specification and direction of E/I. SOcket 65mm

20

6383

319.18

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Socket 40mm

14

2617

186.95

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Nipple 65mm

14

3357

239.81

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Nipple 40mm

8

1429

178.67

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ELbow 65mm

4

1860

465.11

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Elbow 40mm

6

1341

223.5

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TEE (PLAIN) 65mm

4

1731

432.81

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TEE (PLAIN) 40mm

2

469

234.59

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Bends 65mm

6

2559

426.59

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bends 40mm

4

828

207.12

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Reducing socket 65mm

6

1910

318.46

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Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. For classification of soil item - A&B

536.68

50410

93.93

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G.M. Full way Valve (ISI Marked) 65 mm dia wt. not less than 1.8kg without wheel

4

5428

1357

... More
Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

52.2

49897

955.89

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)

52.2

259002

4961.73

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HOUSE CONNECTION Earth work in excavation (As per I.S 3114/1965 for laying of different types and sizes of pipes so as to giveone metre average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge.

30

4508

150.29

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Supplying and fixing of G.M. ferrule of approved make in existing C.I. main including drilling and taping C.I. main all complete as per specification and direction of Engineer-in-charge.(i) 3mm, 6mm,10mm, dia ferrule weight not less than 425 gms

50

31164

623.29

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 20MM

6

1640

273.36

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Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge. For classification of soil item - A&B

29.84

2803

93.93

... More
Carriage of Material Disposal excavated earth (60%)

5.28

887

168.07

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Carriage of Material Sand lead 10 KM (1K+9P)

13.34

3775

283

... More
Carriage of Material Stone chips lead 20 KM (1K+19P)

8

3455

431.8

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Carriage of Material Bricks lead 1k+23

8.79

10722

1220.1

... More
Sign Board

1

4404

4404.81

... More
Add 18% for G.S.T.

0.18

375616

2086759.86

... More
Add 1%Labour Cess

0.01

24623

2462376.63



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