New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date21 Jan 2025
Closing Soon3 Feb 2025
Tender Amount₹ 88,03,725
Costs
EMD
₹ 1,76,100Document Cost
₹ 2,832Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NOIDA_996002_1Tender No
66/SM(JAL)-II/ET/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
Capability Statements- File to be downloaded and upload the same file after filling it
BOQ Items
... More
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. All kinds 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.
8825.24
160
1416274.52
... More
Repairing of Existing PVC water line including bailing out of water by /Manually/Deisel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) 250 mm dia
58
5357
310746.6
... More
200 mm dia
82
3977
326171.4
... More
160 mm dia
86
2938
252676.6
... More
140 mm dia
94
2662
250246.8
... More
110 mm dia
96
2165
207907.2
... More
Supply of PVC pipe 6 Kg/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.) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure
87
1409
122635.2
... More
200 mm dia with coupler @ 6 Kgf/Cm2 Pressure
123
906
111438
... More
160 mm dia with coupler @ 6 Kgf/Cm2 Pressure
129
548
70717.8
... More
140 mm dia with coupler @ 6 Kgf/Cm2 Pressure
188
440
82814
... More
110 mm dia with coupler @ 6 Kgf/Cm2 Pressure
144
257
37008
... More
Repairing existing AC/CI/DI water line i/c all 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 Excluding cost of Excavation filling and M.S. Special.) 250 mm dia
40
5101
204048
... More
300 mm dia
55
6444
354436.5
... More
350 mm dia
30
8047
241428
... More
400 mm dia
20
10085
201716
... More
500 mm dia
15
15019
225298.5
... More
P/L following size of Finolex Makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same treches 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 confirmed IS : 4985-2000 with latest amendment. Make- Finolex Industries Ltd./Kisan/Supereme Industries Ltd (Rate as per Comparative Statement per Rm.) a) 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials
130
298
38766
... More
b) 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials
135
492
66541.5
... More
c) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials
105
611
64165.5
... More
d) 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials
115
996
114551.5
... More
e) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials
90
1530
137718
... More
S/F of M.S. specials such as Tee, Bend, Collars, Tapers, Gap Pieces, including flage 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.
66.46
7510
499114.6
... More
P/F Sluice Valve Shall generally conform to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corrensponding to BS EN-558/ ISO 5752 Basic Series 3 in CI Construciton having metal seating (IS 318 Gr. LTB 2). with complete Component & Material of construction following below:- 1. Body/Door/Dome -Cast Iron IS 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. Flange Drilling - IS 1538 Table 4 & 6 9. PN 1.0 10. Accessories (400 mm and above) - Ball thrust bearing 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 600 mm dia Manual Operated & above 600 mm Gear Box Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (KIRLOSKAR) (N.S.I. - 1.10.00) 150 mm dia
9
24073
216662.4
... More
200 mm dia
8
42038
336311.2
... More
250 mm dia
2
54867
109734.4
... More
300 mm dia
1
78362
78362.6
... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 7.5
9
14501
130509.18
... More
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 7.5
11
20167
221844.92
... More
Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also) D.G. Set/Generator 63 KVA
80
748
59864
... More
Hiring of Gas Cutting Set with Oxygen and LPG Running Time @ 6 Hrs.
20
1875
37500
... More
Hiring of Welding Set Running Time @ 6 Hrs.
20
1650
33000
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
23.09
6249
144289.87
... More
12 mm cement plaster finished with a floating coat of neat cement : 1:3 (1 cement : 3 fine sand)
103.9
250
26024.87
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
39.57
7158
283250.77
... More
Providing and laying 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 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
39.57
7969
315336.1
... More
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
8825.24
109
968481.84
... More
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.
131.16
142
18657.51
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