New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 79,59,453 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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a) 90 mm dia PVC line

66

133795

2027.2

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b) 110 mm dia PVC line

94

203575

2165.7

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c) 140 mm dia PVC line

74

197002

2662.2

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d) 160 mm dia PVC line

62

182162

2938.1

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e) 200 mm dia PVC line

86

342082

3977.7

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Supply of PVC pipe 6Kg/cm2 pressure with required PVC standard special confirming to IS : 4985-2000 with latest amendment Make- Finolex Industries Ltd./Kisan/Supreme Industries Ltd. (Rate as per comparative statement per Rm.)

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a) 90 mm dia with coupler @ 6 Kgf/Cm2 Pressure

95.3

16963

178

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b) 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure

136.3

35029

257

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c) 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure

111.5

49115

440.5

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d) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure

96.7

53010

548.2

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e) 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure

132.4

119954

906

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P/F M.S. Special such Tee, Bends, collars, Tapers cap pieces pipes including flange ends as required painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per the direction of E/I.

7764

583076

75.1

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Hiring of Diesal Engine (including cost of Diesel, lubricent & Operation)

110

27500

250

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Hiring of Gas cutting Set with oxygen and LPG Running Time @ 6 Hrs.

20

37500

1875

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Hiring of Welding Set Running Time @ 6 Hrs

20

33000

1650

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Hire charge of Generator (including cost Service of operating staff, supply of lubriceting oil and diesel also)

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DG Set/Generator 50 KVA

110

80113

728.3

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Reparing existing AC/CI/DI Water line I/call required materials such as CID joints, rubber packing, nut & bolts, bailling out of water, all labour and T&P i/c cutting of pipe etc. complete work as per direction of E/I (But Exclyding cost of Excavation filling and M.S. Special)

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200 mm dia.

20

79256

3962.8

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250 mm dia.

4

20404

5101.2

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300 mm dia.

8

51554

6444.3

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350 mm dia.

6

48285

8047.6

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400 mm dia.

6

60514

10085.8

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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

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As in item no 279 above but in proportions of 8:4:1

167

1146889

6867.6

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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level :

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1:11/2:3 (1 Cement : 11/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

167

1399531

8380.43

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Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I of nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix).

533

580778

1089.64

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Dismentling manually by mechanical means I/c stacking of serviceable material and disposal of unserviceable material within 50 m lead; bituminous road.

290

56431

194.59

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Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (external work).

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a) 15 mm nominal outer dia pipes.

543

75721

139.45

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b) 20 mm nominal outer dia pipes.

153

27471

179.55

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Disposal of building rubbish/malba/similar unserviceable dismantled or waste materials by mechanical means ,including loading ,transporting ,unloading to approved municipal dumping ground or as approved by Engineer -in- charge ,beyond 50 m initial lead, for all leads including all lifts involved.

410

58322

142.25

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Repairing of sluice valve with the charge of spendle (i.e. S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper property complete as per direction of E/I.

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a) 150 mm dia Kirloskar make

18

43758

2431

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b) 200 mm dia Kirloskar make

5

14655

2931

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c) 300 mm dia Kirloskar make

6

39804

6634

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d) 350 mm dia Kirloskar make

2

14414

7207

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e) 400 mm dia Kirloskar make

4

51429

12857.4

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Repairing of Reflex valve with the change of flapper sheet i/c new lever, rubber sheet, MS ring, S.S. pin shaft & shaft rubber etc. complete.

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a) 150 mm dia Kirloskar make

7

21182

3026

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b) 300 mm dia Kirloskar make

2

12756

6378

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c) 400 mm dia Kirloskar make

2

24708

12354

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Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment , with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :-

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1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260

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2 - Spindle - Non rising, Stainless Steel AISI 410

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3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed)

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4 - Rivets - Soft annealed brass

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5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2

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6 - Stem seal - Greased Hemp

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7 - Fasteners - Carbon steel

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8 - Flange Drilling - IS 1538 Table 4&6

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9 - PN 1.0

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10 - Accessories ( 400 mm and above ) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug

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11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)

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12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2

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13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR)

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a) 100 mm dia Kirloskar make

1

15246

15246

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b) 150 mm dia Kirloskar make

1

24073

24073.6

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c) 200 mm dia Kirloskar make

1

42038

42038.9

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d) 300 mm dia Kirloskar make

1

78362

78362.6

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e) 330 mm dia Kirloskar make

1

129265

129265.2

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f) 400 mm dia Kirloskar make

1

164886

164886.4

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P/F Reflex Valves upto 600mm dia Shall conform to IS 5312 Part 1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slnted (and not perpendicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat design. with complete component & material of Construction following below :-

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1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260

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2 - Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410

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-

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3 - Seat & Face rings- Gun metal IS 318 Gr. LTB 2

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-

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4 - Rivets - Soft annealed brass

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-

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5 - Fasteners - Carbon steel

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6 - Flange Drilling - IS 1538 Table 4

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7 - PN 1.0

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8 - By-pass arrangement - Optional

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9 - Painting/Coating inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)

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10 - Hydro-test Seat: 10/16 Kg/cm2;Body : 15/24 Kg/cm2 Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (Kirloskar)

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a) 150 mm dia Kirloskar make

1

17018

17018.2

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Constructing masonary chamber 90 x 90 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 100.

6

87006

14501.02

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Constructing masonary chamber 120 x 120 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 100.

3

60503

20167.72

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Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required.

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In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works

1675

182508

108.96



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