New Okhla Industrial Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
New Okhla Industrial Development Authority Tender
Civil And Construction
Eprocure
Opening Date20 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 1,39,45,564
Costs
EMD
₹ 2,79,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_NOIDA_957359_1Bid Award Id
ViewTender No
19/SM(JAL)-III/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
90.00 M. to 120.00 M. (NSI-4.8.03)
120
213558
1779.65
Supply and lowering 7mm thick screwed and socketted MS ERW Plain Pipe 300mm dia of heavy class. (NSI-4.8.05)
72
414000
5750
Electrica Residence Welded (ERW) Stainless Steel Cage Type V wire wound screens shall be continuous trManagerzoidal wire spirally wound around fabricated cage. The screen must consist 'V' shManagerd (wedge) profile wire of various dimension, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provide smooth unrestricted bore which are in turn welded into cylindrical ring couplings at either end as per IS:8110-2000 with latest amendments and material specification as per AISI (American Iron and Steel Inst.) Type 304 grade SS-304, 300 mm dia pipe 8.0 mm thickness and 1.00 mm slot size with stainless Steel Socket of 300 mm dia Pipe. (AOR) (Johnson make Stainless Steel or Appolo make)
144
4925368
34203.95
Supply and lowering 350 mm dia 8mm wall thick MS Housing Pipe with screwed & socketed & male and femalethreads for joints etc.complete. (NSI-4.8.07)
168
1216420
7240.6
Supply & Shrounding the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel. (NSI-4.8.08)
240
532032
2216.8
P/F Reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet. (NSI-4.8.09)
4
14419
3604.8
P/F Wall Cap suitable for 350mm dia housing pipe of 8 mm thick MS Sheet. (NSI-4.8.10)
4
7913
1978.3
S/F Bail Plug suitable for 300mm dia MS pipes. (NSI-4.8.11)
4
7179
1794.8
Development of tubewell by air compressor/over pumping unit having capacity of 350 cfm should be such depresed water level 10 Mtr. or as may be approved by the E/I so as to get average Yield of about 6000 LPM and making water reasonable sand free i/c 10 parts/million of water in volume within 15 minutes. The period of development by air compressor may be 100 hrs. may be stop earlier if required by the E/I or development of well as above by O.P. Unit. (NSI-4.8.12)
4
327422
81855.6
Making of auxilliary well for water supply for drilling purpose & refilling the same after proper completion of work. (NSI-4.8.04)
4
118428
29607
S/F of Submersible Motor & Pump having multi stage pump with bronze immpellers, stainless steel shaft closed grained CI stage casing and non return valve. The pump will be directly coupled to a wet type submersible motor having bronze bearing bushes, PVC insulated winding, a thrust bearing axial to with stand vertical lead. The motor runs at 2900 RPM and is suitable to operate at 415 volts, rowing cool, clean drinking water two stage 20 HP with 3.0 meter 3 core flat PVC submersible cable make CRI/KSB/Crompton Greaves or equivalent (AOR)
4
433432
108358
Supply & Fixing Flat Cable 10 Sqmm. x 3 Core Finolex make. (AOR)
720
234720
326
S/F of fully Automatic Control panel Starter for 20 H.P. non clog submersible/V.T. Pump sets with following features No-volt, Under-voltage protection, Electronic Overload protection, 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 as per directions of E/I. (Make: MNX 40 Contractor-L&T (3 nos.), MCB 63 Amp-L&T (1 nos.), Star Delta Starter Timer-L&T (2 nos.), VPD-Softhard/Minilec (1 nos.), MPD-Softhard/Minilec (1 nos.), WLC/Seal Moniter-Pumpcare/Kishor (1 nos.), Control Transformer & Auto Transformer-Pioneer/Electracare (1 nos.), WTR-Minilec (1 nos.), C.T.-A.E. (3 nos.), Auto/Manual switch-Salzer (1 nos.). (AOR)
4
352416
88104
S/L of Al. conductor PVC insulated armoured served, sheathed cable 1100 V grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand alround protected with burnt brick on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by E/I complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (PS No.-501) 50 Sqmm 3½ core
400
232224
580.56
S/F Column Pipe heavy 'C' class 3.0 m.x100mm. Dia 7.1 mm thickness with welded flange & suitableribs at both end male & female. (AOR)
72
411120
5710
S/F Column Pipe heavy 'C' class 1.50 m.x100mm. Dia 7.1 mm thickness with welded flange & suitable ribs at one end socket at otherend. (AOR)
8
23520
2940
S/F Rubber Packing 100 mm. Dia. (AOR)
76
2128
28
S/F Nut & Bolts 2.5''x4''' (NSI-3.5.15)
100
7600
76
P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558/ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-
1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 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 - Flange 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 of operation. Air Plug
11 - Painting/Coating - Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)
12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2
13 - Upto 600mm dia Mannual Operated & above 600mm Gear box (Make-IVC/Kirloskar) (NSI-1.10)
-
-
-
150 mm. dia Kirlosker Make
8
192588
24073.6
P/F Reflex Valve 150mm 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 slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-
1 - Body/Door/Dome-Cast Iron IS 210 Gr. FC 260
2 - Hinge pin (single door)/Stub pin (multidoor type)-SS AISI 410
3 - Seat & Face rings-Gun metal : IS 318 Gr. LTB 2 4 - Rivets-Soft annealed brass
5 - Fasteners-Carbon steel
6 - Flange Drilling-IS 1538 Table 4 & 6
7 - PN 1.0
8 - By-pass arrangement-Optional
9 - Painting/Coating-Inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005/5015 (BLUE)
10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2
Make-IVC/Kirloskar) (NSI-1.11.02)
4
68072
17018.2
Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18, I.No.-15.2.1/P-258)
18
19613
1089.64
Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion (DSR-18, I.No.-16.13.1/P-267)
18
55507
3083.74
Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil. The Contractor has to detect different utilities like sewer line, water 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. (DSR-18, I.No.-2.6.1/P-74)
1216
195143
160.48
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-18, I.No.-2.25/P-77)
1216
133443
109.74
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 i/c supply of all material, labour, Tools and plants etc. required for proper completion of the work. (UPPWD SOR-20/281/P-17)
16
109881
6867.6
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.3/P-86)
5
39845
7969.07
Class-150 Brick Work in 1:4 Cement and Coarse Sand 2.2 FM mortar in foundation & plnith i/c supply of all materials, labour and T&P etc. required for proper completion of the work. (UPPWD SOR-20/305A/P-19)
76
443916
5841
Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-6.4.1/P-108)
6
44441
7406.84
12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.4.1/P-228)
65
13558
208.59
15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 Cement : 4 C. Sand). (DSR-18, I.No.-13.5.1/P-228)
12
2731
227.61
Neat cement punning. (DSR-18, I.No.-13.18/P-229)
55
2539
46.17
White washing with lime to give an even shade on Old Work (two or more coats). (DSR-18, I.No.-13.87/P-236)
206
2517
12.22
Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade, one or more coats on Old Work. (DSR-18, I.No.-13.99/P-237)
142
8498
59.85
Centring and shuttering i/c strutting, propping etc. and removal of form for
-
-
-
Foundation, footings, bases of columns etc. for mass concrete. (DSR-18, I.No.-5.9.1/P-96)
17
3643
214.34
for Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-18, I.No.-5.9.5/P-96)
7
2648
378.37
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 1:1½:3 (1 Cement : 1½ C. Sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (DSR-18, I.No.-5.3/P-95)
8
79715
9964.4
Steel Reinforcement for R.C.C. work i/c straightening, cutting, bending, placing in position and binding all complete upto plinth level in cold twisted bars. (DSR-18, I. No.-5.22.3/P-98)
628
48180
76.72
Structual Steel work in single section fixed with or without connecting plate i/c cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-18, I.No.-10.1/P-183)
3897
304043
78.02
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20 mm n.s.). (DSR-18, I.No.-4.1.2/P-86)
5
41902
8380.43
P/L following size of PVC pipes 10 Kg/Cm2 & special ISI mark and lowering the same trenches and laying true to alignment and gradient complete i/c the cost of cutting of pipes for making upto length and making joints complete. PVC Pipe must be confermed IS:4985-2000 with latest amendment. Finolex/Kisan/Supreme Make (NSI-1.4)
-
-
-
200 mm dia PVC Pipe with coupler 10 Kg/Cm2
480
736656
1534.7
160 mm dia PVC Pipe with coupler 10 Kg/Cm2
240
230832
961.8
P/F M. S. Specials such as Tee, bend, collars, Tapers, Gap pieces, i/c Flange Ends as required, painting, cutting, welding as per site requirment of M.S. Pipes thickness etc. complete in all respect as per direction by the E/I. (NSI-1.7.00)
4749
356649
75.1
Construction brick masonary chamber in brick work in cement mortar 1:4 (1 Cement : 4 C. Sand) for sluice valve with CI surface box 100 mm top dia, 160 mm bottam dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) necessary excavation, foundation concrete 1:5:10 (1 Cement : 5 F. Sand : 10 graded stone agg. 40 mm n.s.) and inside plastering with cement mortar 1:3 (1 Cement : 3 C. Sand) 12 mm thick finished with a coat of neat cement complete as per standard design with comman burnt clay FPS bricks (non modular) bricks of class designation 100.
-
-
-
90 x 90 x 100 cm. (DSR-18, I.No.-18.34.1/P-339)
8
116008
14501.02
Hiring of Gas cutting set with Oxegen and LPG running time @ 6 Hrs. (NSI-7.700)
8
15000
1875
Hiring of Welding Set Running time @ 6 Hrs. (NSI-7.800)
64
105600
1650
Hire charges for D.G Set (i/c cost service of operating staff supply of lubricating oil & diesel) 50 KVA D. G. Set (NSI-7.6.03)
4
2913
728.3
S/F of Electromagnetic Water Flow Meter with 5 digit LCD Display, SS-304 grade Pipe, Electrod SS-316 grade, accuracy +/-0.50%, Ten Digit totalizer, Flow Pressure upto 0.30 m/s to 10 m/s, alarm empty pipe detection, input supply 230 V AC, Output 4-20 mA, Line Pressure 15 Kg/cm2 with complete fitting as per required accessories for 150 mm dia pipe used as per direction of E/I. (AOR)
4
295000
73750
Hydrogeological and Geophysical investigation of the site (Resistivity Survey method) to select the most suitable point for installation of tubewell and supply of drawing and detailed report in triplicate showing the expected formation, quality of water, yield of the tubewells, also given recommendation and Technical specification of proposed tubewells and other required information related to the survey for proper completion of the work. (AOR)
8
253440
31680
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements