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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC | ₹3.8 Cr | L1 | Accepted-AOC work awarded to the lowest bidder |
| 2 | L2₹3.9 Cr+₹12.9 L (3.43%)Rejected-Finance | ₹3.9 Cr+₹12.9 L (3.43%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.0 Cr+₹21.2 L (5.65%)Rejected-Finance R O A 4 5 SECTOR 80 PHASE II NOIDA U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | ₹4.0 Cr+₹21.2 L (5.65%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.0 Cr+₹27.1 L (7.23%)Rejected-Finance | ₹4.0 Cr+₹27.1 L (7.23%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical VILLAGE DOHAL PO PATTI TEHSIL PALAMPUR DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Dogra Construction Company Pvt Ltd L2 | Rebound Enviro Tech Private Limited L4 | Shashank Jagota Govt. Contractor L1 | DISHA Water Treatments Pvt.ltd. L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 1.50 MLD capacity based on MBBR for sewage treatment facility Latest Technology comprising of integrated natural treatment system, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5-9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg/litre, Faecal Coliform (MPN/1000 ml) <100, N -Total 10 mg/litre, NH4-N≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Chamber (1 No.), Grit Channel (1 No.), Distribution Box (1 No.), Moving Bed Biofilm Reactor Unit (1 No., MCRT 40 Days, nitrification),(MBBR Unit, Anoxic Reactor, MBBR Tank, Tube Settler), Sludge Drying Beds (2 No.) 60 % of the required capacity with covering arrangements with polycarbonate sheet (6mm thick), Centrifuge of design capacity, Multi Media Filter (1 No.), Chlorine Contact Tank (1) No.), Interconnectivity pipe of STP & Effluent Pipe (1 No.), Steel Gate (P&F) (1 No.), Railing and Access Ladder (1 No.), Plant Building/Chowkidhar Room (plinth area 30.00 sq.m.), providing and installation of Electro - Mechanic Equipment's, SBC test for soil (1 No.), Providing and fixing of flood security lighting arangement around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. vi(a), vi(b), vi (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & sewage traement published by CPHEEO Manual (1 No) (Latest Edition) as per entire satisfaction of Engineer in charge. | 1 | Job | 1,89,65,065 ₹1,89,65,065 Lowest | 2,15,00,000 ₹2,15,00,000 | 2,00,00,000 ₹2,00,00,000 | 2,07,00,000 ₹2,07,00,000 |
| 2.00 | Excavation in foundation (trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/e saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil, un-usable materials as directed within all leads and lifts including restoration of Metalled, un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 4,790.22 | Cum | 465 ₹22,27,452.3 | 650 ₹31,13,643 | 300 ₹14,37,066 | 270 ₹12,93,359.4 Lowest |
| 3.00Providing and laying Cement Concrete 1:4:8 (1cement,4Sand,8 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work | |||||||
| 3.01 | Foundation and plinth | 63.45 | Cum | 5,365 ₹3,40,382.43 Lowest | 7,293 ₹4,62,704.39 | 6,000 ₹3,80,670 | 5,600 ₹3,55,292 |
| 4.00Providing and laying cement concrete 1:1 ½ :3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work | |||||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete. | 105.59 | Cum | 7,565 ₹7,98,788.35 | 9,062 ₹9,56,856.58 | 9,000 ₹9,50,310 | 6,300 ₹6,65,217 Lowest |
| 4.02 | Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.) | 155.15 | Cum | 7,965 ₹12,35,753.82 | 9,600 ₹14,89,420.8 | 9,000 ₹13,96,332 | 6,300 ₹9,77,432.4 Lowest |
| 4.03 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level | 90.47 | Cum | 7,965 ₹7,20,561.69 | 9,500 ₹8,59,427 | 9,000 ₹8,14,194 | 6,300 ₹5,69,935.8 Lowest |
| 5.00Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | |||||||
| 5.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness. | 121.51 | Sqm | 699 ₹84,935.49 | 715 ₹86,879.65 | 300 ₹36,453 Lowest | 450 ₹54,679.5 |
Tender Value
₹4.3 Cr
EMD Value
₹5.0 L
Closing Date
20 Mar 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Jawali
Providing Sewerage System Interception and Diversion Works under Swatch Bharat Mission for Nagar Panchayat Jawali Distt Kangra HP Sub head Construction of Sewage treatment plant and network 1.50 MLD Capacity with allied civil works
2026_HPIPH_130992_1
9236-86 dated 09.03.2026
Open Tender
Civil Works - Water Works
Item Rate
540 days
Jawali
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹5.0 L
4 Jul 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
20 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Sewage Treatment Plant of 1.50 MLD capacity based on MBBR for sewage treatment facility Latest Technology comprising of integrated natural treatment system, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5-9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg/litre, Faecal Coliform (MPN/1000 ml) <100, N -Total 10 mg/litre, NH4-N≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Chamber (1 No.), Grit Channel (1 No.), Distribution Box (1 No.), Moving Bed Biofilm Reactor Unit (1 No., MCRT 40 Days, nitrification),(MBBR Unit, Anoxic Reactor, MBBR Tank, Tube Settler), Sludge Drying Beds (2 No.) 60 % of the required capacity with covering arrangements with polycarbonate sheet (6mm thick), Centrifuge of design capacity, Multi Media Filter (1 No.), Chlorine Contact Tank (1) No.), Interconnectivity pipe of STP & Effluent Pipe (1 No.), Steel Gate (P&F) (1 No.), Railing and Access Ladder (1 No.), Plant Building/Chowkidhar Room (plinth area 30.00 sq.m.), providing and installation of Electro - Mechanic Equipment's, SBC test for soil (1 No.), Providing and fixing of flood security lighting arangement around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. vi(a), vi(b), vi (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & sewage traement published by CPHEEO Manual (1 No) (Latest Edition) as per entire satisfaction of Engineer in charge. | 1 | Job | 121 | ₹121 |
| 2 | Excavation in foundation (trenches for pipes and M/holes) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca pavements i/e saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil, un-usable materials as directed within all leads and lifts including restoration of Metalled, un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 4,790.22 | Cum | 121 | ₹5,79,616.62 |
| 3Providing and laying Cement Concrete 1:4:8 (1cement,4Sand,8 Stone Agrregate 40 mm Nominal Size & Curing Complete exculding the cost of from work and reinforcement for reinforced concrete work | |||||
| 3.01 | Foundation and plinth | - | Cum | 121 | - |
| 4Providing and laying cement concrete 1:1 ½ :3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work | |||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete. | 105.59 | Cum | 121 | ₹12,776.39 |
| 4.02 | Walls (any thickness but not less then 0.10 mm thickness attached pilasters, buttresses, plinth & string courses.) | 0.2 | Cum | 121 | ₹24.08 |
| 4.03 | In suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level | 0.4 | Cum | 121 | ₹48.28 |
| 5Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :- | |||||
| 5.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc.up to 200mm in thickness. | 121.51 | Sqm | 121 | ₹14,702.71 |
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