New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date11 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 12,70,652
Costs
EMD
₹ 25,500Document Cost
₹ 1,416Tender Fee
Refer Documents
Summary
Strength. Of W/s (construction Of Sump Well And P/f Of Submersible Motor In Water Logging Area In Sector-61 Green Belt ), Noida
Description
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Contact
Tender Id
2024_NOIDA_982728_1Tender No
48/SM(JAL)-II/ET/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
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BOQ Items
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b) 3.00-4.50 m
30.38
37
1132.87
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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 excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Contractor has to detect different utilities like sewer line watrer supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge.
a) All kind of soil. (2.6.1)
182.7
160
29319.7
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Dismentaling manualy/by mechanical means i/c stacking of servisable material and disposal of unserviceble material within 50 mtr. lead of bituminous road. (15.43.2)
20
194
3891.8
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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 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm N.S.) 4.1.8/DSR-12
9.36
6781
63473.16
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
16.52
9964
164611.89
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars (Ino5.22.3/p-92)
1945.23
76
149238.05
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
3.9
214
835.93
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Centering and shuttering including strutting, propping etc. and removal of form for : Walls ( any thickness) including attached pilasters, butteresses, plinth and string courses etc.
133.2
395
52740.54
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Brick work with F.P.S. bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (6.4.1)
9.2
7406
68142.93
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12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR 12/I.No.13.4.1)
40
208
8343.6
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Supply & Fixing of fully Automatic Control panel with 10 H.P. submersible sets with following features No-volt, Under-voltage, Over-voltage protection, Microprocessor based overload protection pannel device, Unbalancing protection, Winding temperature controller, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps. Above panel is dust and vermin proof made out of 14 SWG CRC sheet with powder coating paint as per directions of E/I. (Make: Contractor-L &T, MCCB-L&T, WTC-Minilec, Auto Transformer-Electracare, VPD & MPD-Softhard, WLC/SM-Pumpcare C.T.-AE, Indicating Light & Push Button- L&T, Control Fuse-EE, Fuse Base-EE, Timer-L&T)
1
39180
39180
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P/F of M.S. special such as tee, bends, collars Tapers, Gap pieces , including flange ends as required , painting , cutting , welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I
2490
75
186999
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P/F Sluice Valve Shall generally-conform to IS 14846 with latest amendment, witg length over flanges as per PD of IS 14846 corresponding to BS EN - 558 / ISO 5752 Basic Series 3. in CI construction having metal seating (1S 318-Gr. LTB 2). with comple Component & Material of construction following below :-
1 - Body/ Door/ Dome - Cast Iron JS 210 Gr. FG 260
2 - Spindle - Non rising; Stainless Steel AISI. 410
3 - Body seat/ Door face - Gun metal: IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed)
4 - Rivets - Soft annealed brass
5 - Spindle Nut - Gun metal: IS 318 Gr. LTB 2
6 - Stem seal - Greased Hemp
7 - Fasteners - Carbon steel
8 - Fiangc Drilling - IS 1538 Table 4 & 6
9 - PN 1.0
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 pf operation. air plug.
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-
-
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11 -·Painting/ Coating - Inside & Outside. epoxy liquid coated; DFT minimum 250.micron, shade RAL 5005 /5015 (BLUE)
12 - Hydro-tcst - (Open Ended only) Seat: l O / 1'6 Kg/cm2; Body: 15/24 Kg/cm2
13 -Upto 600 mm dia . Manual Operated & above 600 mm Gear box Make- Indian Valve Pvt. Ltd. (lVC) / Kirloskar Brothers Limited (KIRLOSKAR
-
-
-
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(a) 150 mm dia
2
24073
48147.2
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S/L of Al. conductor PVC insulated armoured served, sheathed cable 1100 V grade at a depth of 750, below ground level over a cushion of 75mm thick sand alround protected with brick on sides and top on surface the cable run shall be fixed on MS clamp etc. or suitable size or as directed by E/I. (PS No. 501)
-
-
-
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a) 10 Sqmm 4 core.
300
385
115758
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Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
63 mm dia (OD-63 mm & ID-51 mm nominal)
300
109
32700
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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - Ill of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class. II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat.
-
-
-
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The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage
12
5365
64391.16
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P/L following size of finolex makes PVC pipes 6kg/cm2 with required PVC standard special conforming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making up to length and making joints i/c cost of socket, plstochem PV-85 pvc solvent cement complete. PVC pipe must be conforming to IS : 4985-2000 with latest amendment. Make-Finolex/Kisan/ Supreme Ind. Ltd. (Rate as per Comparative Statement per Rm.)
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-
-
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140 mm dia with coupler @ 6 Kgf/cm2 Pressure with i/c all PVC standerd Specials
290
492
142941
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200 mm dia with coupler @ 6 Kgf/cm2 Pressure with i/c all PVC standerd Specials
28
996
27890.8
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR Code.No-2.25)
136.13
109
14938.91
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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 in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
3.75
8380
31426.61
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading,…..............
4
142
569
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