New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date17 Oct 2024
Tender Amount₹ 1,94,77,401
Costs
EMD
₹ 3,89,600Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NOIDA_960230_1Bid Award Id
ViewTender No
38/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
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Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. 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. a) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (SOR-2020) {Rs. 183.62 + GST18% Rs.33.05 = Rs. 216.67}
2717
588692
216.67
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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia. {Rs. 286.67 + GST18% Rs.51.60 = Rs. 338.27}
600
202962
338.27
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Supply and installation of required size Steel pipe 10 mm thick conferming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3.0 m. below the ground surface in downward required slope. a) 300 mm dia MS Pipe (AOR)
75
951750
12690
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c) 400 mm dia MS Pipe
75
1306875
17425
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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. (N.S.I-1.7.00)
103.33
776008
7510
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 300 mm dia Ductile Iron Class K-7 pipes (SOR-2020) {Rs. 5012.08 + GST18% Rs.902.17 = Rs. 5914.25}
1050
6209962
5914.25
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a) 400 mm dia Ductile Iron Class K-7 pipes (SOR-2020) {Rs. 6786.00 + GST18% Rs.1221.48 = Rs. 8007.48}
600
4804488
8007.48
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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 upto 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.) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials (N.S.I.-1.3.06)
1540
2356508
1530.2
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a) 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure with i/c all PVC Standard Specials (N.S.I.-1.3.04)
127
77609
611.1
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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 (N.S.I. - 1.10.04)
3
72220
24073.6
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250 mm dia (N.S.I. - 1.10.06)
3
164601
54867.2
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300 mm dia (N.S.I. - 1.10.07)
2
156725
78362.6
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400 mm dia (N.S.I. - 1.10.09)
2
329772
164886.4
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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 (SOR-2020) {Rs. 12289.00 + GST18% Rs.2212.02 = Rs. 14501.02}
3
43503
14501.02
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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 (SOR-2020) {Rs. 17091.29 + GST18% Rs.3076.43 = Rs. 20167.72}
7
141174
20167.72
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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) (SOR-2020) {Rs. 5295.78 + GST18% Rs.953.24 = Rs. 6249.02}
13.62
85111
6249.02
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12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (SOR-2020) {Rs. 176.77 + GST18% Rs. 31.82 = Rs. 208.59}
51.2
10679
208.59
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Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also) D.G. Set/Generator 63 KVA (N.S.I.- 7.6.04)
120
89796
748.3
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Hiring of Gas Cutting Set with Oxygen and LPG Running Time @ 6 Hrs.(N.S.I.- 7.7.00)
15
28125
1875
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Hiring of Welding Set Running Time @ 6 Hrs. (N.S.I.- 7.8.00)
15
24750
1650
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Hiring of Diesel Engine (Including cost of Diesel, lubricant & Operator). (N.S.I.- 7.9.00)
120
30000
250
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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: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). (SOR-2020) {Rs. 6066.29 + GST18% Rs.1091.93 = Rs. 7158.22}
31.2
223336
7158.22
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Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : (1) Excess/less cement used than specified in this item is payable/recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456.Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. All works upto plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum). (SOR-2020) {Rs. 7231.56 + GST18% Rs.1301.68 = Rs. 8533.24}
46.8
399355
8533.24
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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. (SOR-2020) {Rs. 120.55 + GST18% Rs.21.70 = Rs. 142.25}
106.33
15125
142.25
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