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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC | ₹3.4 Cr | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹4.0 Cr+₹55.7 L (16.3%)Rejected-Finance | ₹4.0 Cr+₹55.7 L (16.3%) | L2 | Rejected-Finance Due to L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Shashank Jagota Govt. Contractor L2 | gagan ohri L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil seperataly and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 3,742.13 | Per Cum | 500 ₹18,71,063 | 270 ₹10,10,374.02 Lowest |
| 2.00Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters of following class and diameter with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (SBR quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely ) | |||||
| 3.00 | 150 mm dia K7 | 2,542 | Rmt | 2,900 ₹73,71,800 | 2,500 ₹63,55,000 Lowest |
| 4.00 | 250 mm dia K7 | 1,411 | Rmt | 3,900 ₹55,02,900 | 3,400 ₹47,97,400 Lowest |
| 5.00 | Providing and laying cement concrete 1: 4:8 ( 1Cement : 4 Sand : 8 graded stone agg. 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth. | 37.49 | Per Cum | 5,600 ₹2,09,944 | 5,200 ₹1,94,948 Lowest |
| 6.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete & plain concrete work in :- | |||||
| 7.00 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinthand string courses and the like. | 1,810.56 | Per Sqm | 375 ₹6,78,960 | 280 ₹5,06,956.8 Lowest |
| 8.00 | Flat surfaces such as soffits and suspended floors, roofs landings and the like floors etc. up to 200 mm in thickness. | 113.4 | Per Sqm | 500 ₹56,700 Lowest | 500 ₹56,700 Lowest |
| 9.00 | c) Edges of slab and breaks in floors and walls under 20 cm wide. | 567 | Per Rmt | 100 ₹56,700 Lowest | 100 ₹56,700 Lowest |
| 10.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | |||||
Tender Value
₹3.9 Cr
EMD Value
₹4.7 L
Closing Date
14 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
SH Construction of 1.20 MLD Sewage Treatment Plant (STP), Sewerage Network, and Allied Civil Works
2026_HPIPH_138290_1
EE-JSD-Amb-Tender 14.07.26 Sewerage Amb
Open Tender
Civil Works
Item Rate
180 days
Amb
Please refer Tender documents.
12 documents required · 12 mandatory
₹7,000
₹4.7 L
8 Sept 2026
7 Jul 2026
14 Jul 2026
7 Jul 2026
14 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil seperataly and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. | 0.4 | Per Cum | - | - |
| 2 | Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters of following class and diameter with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (SBR quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely ) | - | - | - | - |
| 3 | 150 mm dia K7 | - | Rmt | - | - |
| 4 | 250 mm dia K7 | - | Rmt | - | - |
| 5 | Providing and laying cement concrete 1: 4:8 ( 1Cement : 4 Sand : 8 graded stone agg. 40 mm nominal size ) and curing complete excluding cost of form work in foundation and plinth. | - | Per Cum | - | - |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete & plain concrete work in :- | - | - | - | - |
| 7 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinthand string courses and the like. | 1 | Per Sqm | - | - |
| 8 | Flat surfaces such as soffits and suspended floors, roofs landings and the like floors etc. up to 200 mm in thickness. | - | Per Sqm | - | - |
| 9 | c) Edges of slab and breaks in floors and walls under 20 cm wide. | - | Per Rmt | - | - |
| 10 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | - | - | - | - |
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