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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 CrAccepted-AOC | ₹35.7 Cr | L1 | Accepted-AOC Work allotted |
| 2 | L2₹36.1 CrRejected-Finance 37 205 A 2 A 1 BUNDHU KATRA GWALIOR ROAD AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹36.1 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹37.5 CrRejected-Finance | ₹37.5 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹38.6 CrRejected-Finance PLOT NO B 1 INFOCITY SECTOR 34 GURGAON HARYANA 122004 | GURUGRAM | HARYANA | 122004 | ₹38.6 Cr | L4 | Rejected-Finance Rejected |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹38 Cr
EMD Value
₹76 L
Closing Date
28 Oct 2021, 5:00 pmClosed
Executive Engineer-V, Sew. Divi, Infra-II, GMDA
6th Floor, Plot No. 3, Sec-44, Gurugram
Construction of 25 MLD Capacity of Sewage Treatment Plant (STP) and Main Pumping Station (MPS) based on Sequential Batch Reactor (SBR) technology alongwith Operation, Maintenance for 06 years including 01year Defect Liability Period at Manesar.
2021_HRY_190500_1
EE-V/GMDA/Job No.16/21
Open Tender
Civil Works
635 days
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹76 L
Yes
6th Floor, Plot No. 3, Sec-44, Gurugram
1 Feb 2022
30 Sept 2021
29 Oct 2021
30 Sept 2021
28 Oct 2021
30 Sept 2021
11 Oct 2021
Amount
1.0 Designing, Constructing, Supply, Erection, Testing, Commissioning of 25 MLD Capacity Sewage Treatment Plant (STP) & Main Pumping Station (MPS) based on Sequential Batch Reactor (SBR) Technology comprises of Receiving chamber, mechanical screen channel, manual screen channel, raw sewage sump & pump house, valve chamber, inlet chamber of STP, Grit inlet channel, Bypass channel, SBR, Chlorination tank, thickened sludge sump, Belt Filter press platform including Testing, Commissioning along with Operation and Maintenance for 72 Months (including 12 months defect liability period) after stabilization period of 03 months on Turnkey basis complete in all respect at Manesar, Gurugram, Haryana. 1.1. Complete Civil Works
1.2 Complete Mechanical Works
1.3 Entire Electrical & Instrumentation works.
2.0 Designing & Constructing of RCC M-25 Framed structure Confirming to National Building Code for Annexe cum laboratory building, Chlorination tonner room, Blower room, Tonner Shed, HT/LT Panel Room including all Electrical, Mechanical and other contingent work thereto as per sizes and specification given in the DNIT. 2.1 Minimum Area of Annexe cum laboratory building = 225 Sqm Blower / PLC & MCC Room = 200 Sqm Control Panel room = 125 Sqm Chlorination tonner room = 25 Sqm Metering room, Electrical authority Room, battery room, Security guard room, chlorine room (25+25+10+15+12) = 62 Sqm Total = 637 Sqm Say 640 Sqm or more if required as per design.
3.0 Design, Supplying, Erection, Testing and Commissioning of Substation including Transformers, HT/LT panel, DG sets etc. complete in all respect and any other work contingent thereto. 3.1 Minimum Transformer 1250KVA (1W + 1SB) or more as per design
3.2 Minimum DG Set with acoustic enclosure 1 No. 1000 KVA or more as per design for STP
3.3 Minimum DG Set with acoustic enclosure 1 No. 250 KVA or more as per design for MPS
4.0 Design & Construction of Cement Concrete Platforms for Transformers & D.G. Set etc. complete. 4.1 Minimum area of Platform for Transformer with fencing as per Electrical Authority or more as per design
4.2 Minimum area of Platform for D.G. Set covered with shed or more as per design
5.0 Design & Construction of Cement Concrete Pavement of minimum 2 m width to connect all the units to the internal roads. 100 mm thick PCC 1:1½:3 over 100 mm thick 1:3:6 shall be provided with concrete kerbs & channel with suitable opening for the disposal of storm water in front of Admin cum laboratory building, Pump House HT/LT Panel room. Minimum area of pavement or more as per design
6.0 Construction of approach road shall be 4 m wide with Cement Concrete M-30 grade (250mm thickness) over a base of 150mm thick Wet Mix Macadam over 150mm Granular Sub Base layer according the MoRT&H specifications.
7.0 Construction of boundary wall at STP and MPS with height shall be 1.50 Mtr with RCC pillar @ 3 Mtr C/C including concertina wire at top with M.S. angles as per design / drawing, foundation of boundary wall shall be minimum 0.90 m below natural ground level.
jain construction co.
M/s SCPL-AIPPL JV
Subhash Infraengineers Pvt. Ltd.
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