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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.4 CrAccepted-AOC | ₹5.4 Cr Quoted ₹5.5 Cr | L-1 | Accepted-AOC rate quoted by contractor is found lowest |
| 2 | L-2₹5.7 Cr+₹17.4 L (3.15%)Rejected-Finance D 123 SECTOR 7 NOIDA UTTAR PRADESH 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹5.7 Cr+₹17.4 L (3.15%) | L-2 | Rejected-Finance 2nd lowest |
| 3 | L-3₹57.6 L−₹4.9 Cr (89.6%)Rejected-Finance | ₹57.6 L−₹4.9 Cr (89.6%) | L-3 | Rejected-Finance 3rd lowest |
| Sl No | Description | Qty | Unit | SS Engineering Corporation L2 | Rebound Enviro Tech Private Limited L1 | Dogra Construction Company Pvt Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of Sewage Treatment Plant of 200 KLD capacity based on natural treatment in the shape of constructed wetland, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment plants as per provision of manual on sewerage & sewage treatment published by CPHEEO (Latest Addition). The Sewage Treatment Plant should be capable of treating domestic raw sewage for reuse of irrigation purpose 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 Channel (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), Multi Baffled Anaerobic Reactor (MBAR), C/O of Sludge Drying bed, constructed wet land with covered foof with polycarbonated sheet, multi media filter, chlorine contact tank with required arrangement, walk ways, , Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 23.00 sq.m.), providing and installation of Electro - Mechanic Equipment’s, supply and Insttalation of labrotrary Equipments, Operation and maintence for three years, with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. i(a), i(b), i (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 | 3,88,56,480 ₹3,88,56,480 | 3,65,00,000 ₹3,65,00,000 Lowest | 3,78,02,541 ₹3,78,02,541 |
| 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. | 4,645.8 | cum. | 900 ₹41,81,222.7 | 890 ₹41,34,764.67 Lowest | 890 ₹41,34,764.67 Lowest |
| 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 with in all leads and lifts as per the direction of Engineer-in-charge. | 66.62 | cum. | 15,000 ₹9,99,300 Lowest | 15,000 ₹9,99,300 Lowest | 15,624 ₹10,40,870.88 |
| 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 and plinth complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. | 58.15 | cum. | 16,000 ₹9,30,368 Lowest | 16,500 ₹9,59,442 | 16,241 ₹9,44,381.67 |
| 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 complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. . | 84.65 | cum. | 16,000 ₹13,54,400 Lowest | 17,000 ₹14,39,050 | 16,241 ₹13,74,800.65 |
| 4.03 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. | 50.24 | Cum. | 17,000 ₹8,54,080 | 16,651 ₹8,36,546.24 Lowest | 17,266 ₹8,67,443.84 |
| 5.00Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- | ||||||
| 5.01 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. | 2.81 | Cum. | 16,000 ₹44,960 | 15,901 ₹44,681.81 Lowest | 16,888 ₹47,455.28 |
| 6.00Providing 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. | ||||||
Tender Value
₹5.2 Cr
EMD Value
₹5.9 L
Closing Date
8 May 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti Division kaza Tehsil Kaza Distt Lahaul Spiti (HP)
Construction of 200 KLD Sewage Treatment Plant and CO Manholes of 71 Nos 1.50 mtrs deep, CO 4 no 2.50 mtrs deep, CO 4 no 3.50 mtrs deep, CO 6 no 4.50 mtrs deep, CO Inspection
2025_HPIPH_104616_1
KZA-KZA00-712
Open Tender
Civil Works
Lump-sum
545 days
Executive Engineer Jal Shakti Division Kaza
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
₹5.9 L
Yes
23 Aug 2025
1 May 2025
9 May 2025
1 May 2025
8 May 2025
1 May 2025
Amount
Construction of Sewage Treatment Plant of 200 KLD capacity based on natural treatment in the shape of constructed wetland, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment plants as per provision of manual on sewerage & sewage treatment published by CPHEEO (Latest Addition). The Sewage Treatment Plant should be capable of treating domestic raw sewage for reuse of irrigation purpose 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 Channel (2 No.), Grit Channel (2 No.), Distribution Box (1 No.), Multi Baffled Anaerobic Reactor (MBAR), C/O of Sludge Drying bed, constructed wet land with covered foof with polycarbonated sheet, multi media filter, chlorine contact tank with required arrangement, walk ways, , Interconnectivity pipe of STP & Effluent Pipe, Boundary wall with Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 23.00 sq.m.), providing and installation of Electro - Mechanic Equipment’s, supply and Insttalation of labrotrary Equipments, Operation and maintence for three years, with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. i(a), i(b), i (c). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition).
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.
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 with in all leads and lifts as per the direction of Engineer-in-charge.
Providing & 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 :-
Foundation and plinth complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
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 complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. .
Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-
Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing 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.
Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
2nd class brick work using common brunt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4sand) complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
20mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, inernal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6sand) inner side complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Applying cement slurey or cement concrete work complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing and fixing CI Rugs complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per patest ammendments or adition complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
a)150mm dia
Providing and fixing double socket flanged Y Tee 150x150mm Dia as per IS 8329-2900 complete in all respect within all leads and lifts and as per latest ammendments or edition complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing and fixing DI Plug 150mm Dia complete in all respect and as per latest ammendments or edition complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Providing and fixing Cast iron Sluice Valve 150mm dia including all alied arrangements complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge. PN-1
Providing and fixing all socket DI Tee/ Cross as per IS : 8329 or latest additional ammendments including all alied arrangements complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Repair of PWD Road damaged during laying of Sewer pipe line.
Stone solling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chaber including spreading watering and rolling of hinding material or earth work.
Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding cost of centering and shuttering in foundation and plinth etc.
Providing and fixing SMC Panel water Tank on PCC base along with floating valve, complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
Laying, jointing in trenches, galvanised mild steel tubes (light grade), tube fittings including testing of joint complete (cost of excavation is to be measured and paid seperately).
25mm Nominal Size
Providing and fixing Gun Metal Gate valve (flanged) conforming to (IS 148846:2000) complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
25mm Nominal Size
lowering, laying and jointing HDPE pipe (conforming to IS 4984-2016) in proper position by butt fusion joining procedure in cluding hydraulic testing as per relevant IS Code, complete within all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessiries for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-7634 (PartII) 2012 ammended upto date complete in all respect within all leads and lifts as per statisfection of Engineer -in-Charge.
160mm OD of HDPE Pipe PE-63 , PN-16
SS Engineering Corporation (BID ID -515313)
Dogra Construction Company Pvt Ltd (BID ID -515374)
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