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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹80,650Accepted-AOC | ₹80,650 | 1 | Accepted-AOC Due to L1 |
| 2 | 2₹1.2 LRejected-Finance | ₹1.2 L | 2 | Rejected-Finance Due to L2 |
| 3 | 3₹1.8 LRejected-Finance | ₹1.8 L | 3 | Rejected-Finance Due to L3 |
| 4 | Not Admitted-Fee/PreQual/Technical N A | PALWAL | HARYANA | 121004 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | KAMAL JEET L2 | Sahil Thakur L1 | Akash Singh L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work) | 135 | Cum | 240 ₹32,400 | 150 ₹20,250 | 350 ₹47,250 |
| 2.00Dismentelled old existing GMS pipes, galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), | ||||||
| 3.00 | 80 mm dia | 100 | Mtr | 65 ₹6,500 | 40 ₹4,000 | 70 ₹7,000 |
| 4.00 | 65 mm dia | 90 | Mtr | 55 ₹4,950 | 35 ₹3,150 | 60 ₹5,400 |
| 5.00Relaying,jointing and testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), including all fitting complete all restect within all leads & lifts. (earth work in trenches to be measured and paid for separately). | ||||||
| 6.00 | 80 mm dia | 100 | Mtr | 70 ₹7,000 | 40 ₹4,000 | 70 ₹7,000 |
| 7.00 | 65 mm dia | 90 | Mtr | 60 ₹5,400 | 35 ₹3,150 | 60 ₹5,400 |
| 8.00Prov. Circumferential butt welding with Three layersjoints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to SI816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 814-1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge. | ||||||
| 9.00 | 100 mm dia | 20 | Joints | 550 ₹11,000 | 440 ₹8,800 | 890 ₹17,800 |
| 10.00 | 80 mm dia | 20 | Joints | 450 ₹9,000 | 350 ₹7,000 | 550 ₹11,000 |
Tender Value
₹1.3 L
EMD Value
₹2,648
Closing Date
10 Jun 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
SH Excavation, dismantling, relaying GMS pipe various dia at various location ) (DC Deposit
2025_HPIPH_106503_1
EE-JSD-Amb Job-16
Open Tender
Civil Works
Amb
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE JSD Amb
₹2,648
5 Jan 2026
30 May 2025
10 Jun 2025
30 May 2025
10 Jun 2025
30 May 2025
Amount
Excavation in foundation , trecnches including jungle clearance (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing of pumping out water, blasting soft/ hard rock or chiselling soft. Hard rock where blasting is prohibited all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring srtutting, planking, timbering and dewatering wherever required, stacking the usable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the usable soil to trenches in 15cm (fifteen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all of all surplus soil un-usable materials as directed within all leads and lifts including rstoration of un-matalled surfaces to its original condition and also i/c cost of diversion of traffic, night signals, fixing caution boards crossing over trenches for access to houses, etc. complete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.( Pick Jumper Work)
Dismentelled old existing GMS pipes, galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date),
80 mm dia
65 mm dia
Relaying,jointing and testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), including all fitting complete all restect within all leads & lifts. (earth work in trenches to be measured and paid for separately).
80 mm dia
65 mm dia
Prov. Circumferential butt welding with Three layersjoints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to SI816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 814-1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge.
100 mm dia
80 mm dia
65 mm dia
Providing and fixing double flanged sluice valve of following sizes make Bir/Kartar/ ISI marked and capable of with standing the normal pressure as per 10.20 Kg IS: 14846-2000 class PN-1.0 brass steel spindle, Flange Table-5 complete with accessories in all repest and to the entire satisfaction of Engineer-in-charge with in all lead and lifts.
100 mm dia ( Class PN1.0)
Hire charging of generator set with welding set a/w labour for leakage in khad at various location as per direction of Engineer in charge.
KAMAL JEET (BID ID -523628)
Akash Singh (BID ID -523687)
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