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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 CrAccepted-Finance DAM ROAD TALWARA TOWNSHIP DISTT HOSHIARPUR PB | ₹28.3 Cr | L1 | Accepted-Finance ACCEPTED BEING LOWEST |
| 2 | L2₹30.1 Cr+₹1.7 Cr (6.13%)Rejected-Finance VILLAGE FAZALPUR BEHIND FOCAL POINT JALANDHAR | JALANDHAR | JALANDHAR | PUNJAB | ₹30.1 Cr+₹1.7 Cr (6.13%) | L2 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | R.G. INDUSTRIES L2 | S.k.sharma contractor and engineer L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Sewerage treatment plant of 0.45MLD Capacity based on MBBR Techonology and tertiary treatment of natural treatment system add MMfF, including evolving of hydrulic & structural design and drawing, 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 ie. PH=6.5-9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Fecal Coliform (MPN/100 ml) <100, N-Total ≤ 10 mg/litre, NH 4 -Ns 5 mg/litre. The scope of work including C/O inlet chamber, Screening channel with cleaning arrangement, Grit channels and distribution box, Anoxic Reactor of required volume Moving Bed Biofilm Reactor retrievable hydrulic diffuser, Tube Settler of required capacity , constructed wet land, sludge drying beds, multimedia filter, chlorine contact tank with required arrangement, Interconnectivity pipe of STP & Effluent Pipe, Providing and fixing Fencing Panel around the S.T.P Yard, Providing and fixing Steel Gate, Construction of Interconnecting Path, Construction of Railing Construction of Plant Building plinth area 80.80sqm i/c chowkidar room and pump house 36 sqm,, Electro - Mechanical Equipment, 1 Nos. of DG Set of 63, Plant building including establishing NABL certified laboratory as per CPHEEO manual of Sewerage and Sewage treatment, & installation of all mechanical & electrical equipment's as per chapter No. VI. Providing and fixing of yard lighting around STP, Remote Monitoring (Automation) of the STP with SCADA system complete in all respect. It also includes site development for all civil structures complete in all respect as per the entire satisfaction of Engineer-in-charge. After successfully commissioning of STP Operation, maintenance of STP shall be carried out free of cost by contractor for 90 days to achieve above mentioned effluent standards. Refer dat Sheet No. 1. | 1 | Job | 3,62,00,000 ₹3,62,00,000 | 3,25,00,000 ₹3,25,00,000 Lowest |
| 2.00 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. | 40,172.05 | Cum | 740 ₹2,97,27,317 | 690 ₹2,77,18,714.5 Lowest |
| 2.10 | Earth Work with dewatering | 131.9 | Cum | 1,150 ₹1,51,685 | 1,000 ₹1,31,900 Lowest |
| 3.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge. | 17.38 | Cum | 550 ₹9,559 | 500 ₹8,690 Lowest |
| 4.00 | Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge. | 26.52 | Cum | 600 ₹15,912 | 550 ₹14,586 Lowest |
| 5.00 | Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 606.66 | Cum | 14,500 ₹87,96,570 | 14,000 ₹84,93,240 Lowest |
| 6.00Providing and Laying cement concrete 1:1½:3 Design Mix M30 minimum (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 6.10 | Foundation and Plinth | 841.51 | Cum | 16,200 ₹1,36,32,462 | 16,000 ₹1,34,64,160 Lowest |
| 6.20 | Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 132.03 | Cum | 16,500 ₹21,78,495 | 15,500 ₹20,46,465 Lowest |
| 6.30 | In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 1,540.04 | Cum | 16,700 ₹2,57,18,668 | 16,500 ₹2,54,10,660 Lowest |
Tender Value
₹29.3 Cr
EMD Value
₹30.0 L
Closing Date
28 Jan 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
JAL SHAKTI DIVISION CHOWARI
4.50rmt Depth 23 No 6.50rmt Depth CO Inspection Chamber 216 No CO Flushing Tanks 81 No Repair of PWD Road 3385 rmt Repair of Panchayat foot Path 3410 rmt and Providing and Laying jointing and testing of DI HDPE pipe for Sewer Network and wate
2026_HPIPH_125759_1
NIT NO 15839-15938 dated 14-01-2026
Open Tender
Civil Works - Water Works
Turn-key
730 days
SIHUNTA CHAMBA HP
Please refer Tender documents.
10 documents required · 10 mandatory
₹10,000
EE CHOWARI
₹30.0 L
8 May 2026
15 Jan 2026
29 Jan 2026
15 Jan 2026
28 Jan 2026
15 Jan 2026
15 Jan 2026 - 28 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Sewerage treatment plant of 0.45MLD Capacity based on MBBR Techonology and tertiary treatment of natural treatment system add MMfF, including evolving of hydrulic & structural design and drawing, 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 ie. PH=6.5-9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Fecal Coliform (MPN/100 ml) <100, N-Total ≤ 10 mg/litre, NH 4 -Ns 5 mg/litre. The scope of work including C/O inlet chamber, Screening channel with cleaning arrangement, Grit channels and distribution box, Anoxic Reactor of required volume Moving Bed Biofilm Reactor retrievable hydrulic diffuser, Tube Settler of required capacity , constructed wet land, sludge drying beds, multimedia filter, chlorine contact tank with required arrangement, Interconnectivity pipe of STP & Effluent Pipe, Providing and fixing Fencing Panel around the S.T.P Yard, Providing and fixing Steel Gate, Construction of Interconnecting Path, Construction of Railing Construction of Plant Building plinth area 80.80sqm i/c chowkidar room and pump house 36 sqm,, Electro - Mechanical Equipment, 1 Nos. of DG Set of 63, Plant building including establishing NABL certified laboratory as per CPHEEO manual of Sewerage and Sewage treatment, & installation of all mechanical & electrical equipment's as per chapter No. VI. Providing and fixing of yard lighting around STP, Remote Monitoring (Automation) of the STP with SCADA system complete in all respect. It also includes site development for all civil structures complete in all respect as per the entire satisfaction of Engineer-in-charge. After successfully commissioning of STP Operation, maintenance of STP shall be carried out free of cost by contractor for 90 days to achieve above mentioned effluent standards. Refer dat Sheet No. 1. | 1 | Job | - | - |
| 2 | Excavation in foundation and trenches etc in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. | 40,172.05 | Cum | - | - |
| 2.1 | Earth Work with dewatering | 131.9 | Cum | - | - |
| 3 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge. | 17.38 | Cum | - | - |
| 4 | Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge. | 26.52 | Cum | - | - |
| 5 | Providing and laying cement concrete 1:4:8 (1Cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 606.66 | Cum | - | - |
| 6Providing and Laying cement concrete 1:1½:3 Design Mix M30 minimum (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 6.1 | Foundation and Plinth | 841.51 | Cum | - | - |
| 6.2 | Foundations,footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 132.03 | Cum | - | - |
| 6.3 | In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 1,540.04 | Cum | - | - |
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