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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-Finance 1 PNETH CHOORI CHAMBA CHAMBA HIMACHAL PRADESH 176311 UDYAM HP 02 0007745 | CHAMBA | HIMACHAL PRADESH | 176311 | ₹2.3 Cr | L1 | Accepted-Finance Lower amount quoted |
| 2 | L2₹2.5 CrRejected-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹2.5 Cr | L2 | Rejected-Finance Higher amount quoted |
| 3 | L3₹3.1 CrRejected-Finance VPO MAJARI TEHSIL SHRI NAINA DEVI DISTT BILASPUR HP | ₹3.1 Cr | L3 | Rejected-Finance Higher amount quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Fulfill Technical Critaria |
| Sl No | Description | Qty | Unit | Sushant Puri L2 | MS Kamal Dev Sharma L3 | sanjeev kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 0.50 MLD capacity based on MBBR Technology , 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 N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Chamber (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), MBBR (Moving Bed Bio Film Reactor), Sludge Drawing Bed , chlorine contact tank with required arrangement, Interconnectivity pipe of STP units & Effluent Pipe for disposal of treated waste, providing and installation of Electro - Mechanic Equipment’s with DMF, coiling & acccess loddor and Plant building , Fencing Panel around the STP yard Steel Gate Lab equipment complete in all respect with in all leads and lifts at site 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 Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | 1,10,95,000 ₹1,10,95,000 | 1,70,00,000 ₹1,70,00,000 | 99,51,000 ₹99,51,000 Lowest |
| 2.00 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 2,685.25 | Cum. | 348 ₹9,34,467.7 Lowest | 399 ₹10,71,415.55 | 451 ₹12,11,048.65 |
| 3.00 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 17 | Cum. | 6,500 ₹1,10,500 | 6,550 ₹1,11,350 | 5,951 ₹1,01,167 Lowest |
| 4.00Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- | ||||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 27.76 | Cum. | 8,290 ₹2,30,130.4 | 8,199 ₹2,27,604.24 Lowest | 8,951 ₹2,48,479.76 |
| 4.02 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 33.16 | Cum. | 8,850 ₹2,93,466 Lowest | 8,899 ₹2,95,090.84 | 9,051 ₹3,00,131.16 |
| 4.03 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | 24.08 | Cum. | 8,700 ₹2,09,496 Lowest | 8,799 ₹2,11,879.92 | 9,151 ₹2,20,356.08 |
| 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 centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain. | ||||||
| 5.01 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 24.96 | Sqm | 700 ₹17,472 | 799 ₹19,943.04 | 451 ₹11,256.96 Lowest |
| 5.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge. | 440.92 | Sqm | 490 ₹2,16,050.8 | 499 ₹2,20,019.08 | 291 ₹1,28,307.72 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹3.3 L
Closing Date
23 Jul 2026, 11:00 amClosed
Executive Engineer JSV Flood Prot. Division Gagret
Executive Engineer JSV Flood Prot. Division Gagret
Construction of Sewage Treatment Plant Capacity 0.50 MLD and Sewer Network with Allied Civil Work) (Under Used Water Management Component under SBM (U) 2.0).
2026_HPIPH_139063_1
JSV-FPDG-EA-I/2026-4172-4211 dt 15.07.2026
Open Tender
Civil Works
Item Rate
180 days
Executive Engineer JSV Flood Prot. Division Gagret
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,000
₹3.3 L
3 Aug 2026
15 Jul 2026
23 Jul 2026
15 Jul 2026
23 Jul 2026
15 Jul 2026
15 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Sewage Treatment Plant of 0.50 MLD capacity based on MBBR Technology , 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 N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber (1 No.), Screen Chamber (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), MBBR (Moving Bed Bio Film Reactor), Sludge Drawing Bed , chlorine contact tank with required arrangement, Interconnectivity pipe of STP units & Effluent Pipe for disposal of treated waste, providing and installation of Electro - Mechanic Equipment’s with DMF, coiling & acccess loddor and Plant building , Fencing Panel around the STP yard Steel Gate Lab equipment complete in all respect with in all leads and lifts at site 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 Treatment published by CPHEEO Manual (Latest edition). | 1 | Job | - | - |
| 2 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 2,685.25 | Cum. | - | - |
| 3 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. | 17 | Cum. | - | - |
| 4Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- | |||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 27.76 | Cum. | - | - |
| 4.02 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 33.16 | Cum. | - | - |
| 4.03 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | 1 | Cum. | - | - |
| 5Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain. | |||||
| 5.01 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 24.96 | Sqm | - | - |
| 5.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge. | 440.92 | Sqm | - | - |
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