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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.3 LAccepted-AOC | ₹11.3 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹14.4 L+₹3.1 L (27.7%)Rejected-Finance HOUSE NO 04 DEVIKA VIHAR RAJKISHOR NAGAR BILASPUR CHHATTISGARH PIN 495006 | BILASPUR | BILASPUR | CHHATTISGARH | 495006 | ₹14.4 L+₹3.1 L (27.7%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹15.8 L+₹4.5 L (39.9%)Rejected-Finance | ₹15.8 L+₹4.5 L (39.9%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹16.8 L+₹5.6 L (49.3%)Rejected-Finance | ₹16.8 L+₹5.6 L (49.3%) | L-4 | Rejected-Finance L-4 |
Tender Value
₹16.1 L
EMD Value
₹20,200
Closing Date
19 Aug 2024, 5:00 pmClosed
STAFF OFFICER CIVIL MCL LAKHANPUR AREA
GM OFFICE LAKHANPUR AREA MCL
Providing, erectioning and commissioning of Effluent Treatment plant of 10 KLD capacity including operation and maintenance of 03 years at 50 bedded Hospital at BIT of Lakhanpur Area. (1st Retender)
2024_MCL_314613_1
MCL/GM/LKPA/SOC/ e-Tender/2024-25/29 Dt. 08.08.24
Open Tender
Civil Works - Others
Item Rate
1125 days
GM OFFICE LAKHANPUR AREA MCL
As per NIT
3 documents required · 3 mandatory
₹20,200
10 Oct 2024
8 Aug 2024
21 Aug 2024
8 Aug 2024
19 Aug 2024
8 Aug 2024
8 Aug 2024 - 12 Aug 2024
Amount
PART A (WITHOUT ITC AVAILABILITY)
Providing of EFFLUENT TREATMENT PLANT 10 KLD having effluent characteristics as Design Capacity 10 m3 per day, Operating Hours 24 Hours, Design flow rate 416 LPH per hour, BOD 20 (ppm), COD 50 (ppm), TSS <30(ppm), Oil and Grease < 10, Nitrogen 15 Mg/Ltr, PH 7.0-8.0, Phosphorous Total 1.0mg/Ltrs, Fecal Coliform Fc (Most Probable Number per 100 milliliter MPN/100 ML = Desire 230, Permissible -1000 ; Item, specification and quantity as below: Bar Screen 300x300x300. In mm 1 Nos., Air blowers Working pressure: 0.3 kg/cm2 Motor : 2.0HP Blower Pipe: 3” 1W+1SB, PVC Pipes Return sludge pipe :2” Inlet – outlet pipe :4” Interconnection Pipe: 3” Internal, Chemical Dosing Unit Dosing Pump 0-4LPG. Dosing Tank 100Ltr 2 nos, ETP feed Pump Flow Rate: 4m3/hr. Capacity 0.5HP. Type: Submersible 1W+1SB, Filter Feed Pump Flow Rate: 4 m3/hr. Capacity 1.0HP. Type: Submersible. 1W+1SB, Dual Media Filter Dia 16 inch X Height 65 inch. MOC: FRP Media: Sand & Gravels MPV: One no. 1 Lot, Activated Carbon Filter Dia 16 inch X Height 65 inch. MOC: FRP Media: Gravels & Activated carbon MPV: One no. 1 Lot, Sludge Transfer pump Capacity 2m3/hr Type: Submersible. Motor:0.5 HP. 1 No., Intermediate Effluent Transfer Pump Capacity 5 M3/Hr 1.0 HP 1W+ASB, Static Mixture & Motor with Gearbox Type- Blade Type 1 No, Control Panel 1 No including construction of Bar Screen Chamber, Oil Trap, Equalization tank, Neutralization Tank, Static Mixture, Primary, Secondary Clarifier, treated water Tank, Aeration tank, Electrical room with foundation of blower and motor, Electrical connection up to motors, Foundation and shade for Mechanical Equipment’s Storage and Site security of the supplied items as per instruction of Engineer-in-charge.
Operation & Maintenance of EFFLUENT TREATMENT PLANT 10 KLD in three shifts (24 Hours) including consumables as and when required as per instruction of Engineer-in-charge.
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC
ANUP AGANCY
RAJWANCE CONSTRUCTION
SRISHTI POLYTECH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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