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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹1.8 LRejected-Finance VILLAGE AND PO SHIYAH TEHSIL BHUNTAR DISTT KULLU H P | ₹1.8 L | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹2.3 LRejected-Finance | ₹2.3 L | L3 | Rejected-Finance Due to L3 |
| 4 | L4₹2.8 LRejected-Finance | ₹2.8 L | L4 | Rejected-Finance Due to L4 |
| Sl No | Description | Qty | Unit | Ashish Kumar L2 | Sahil Thakur L3 | Ritesh Kumar Prop Shiva Elect L4 | Shamsher Ali L1 |
|---|---|---|---|---|---|---|---|
| 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) | 255 | Cum | 140 ₹35,700 | 190 ₹48,450 | 168 ₹42,840 | 200 ₹51,000 |
| 2.00Laying,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). | |||||||
| 3.00 | 200 mm dia | 850 | Rmt | 65 ₹55,250 | 90 ₹76,500 | 120 ₹1.0 L | 70 ₹59,500 |
| 4.00Prov. Circumferential Cutting and butt welding with Three layers joints 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 Following dia | |||||||
| 5.00 | 200 mm dia | 145 | Joint | 620 ₹89,900 | 710 ₹1.0 L | 950 ₹1.4 L | 450 ₹65,250 |
Tender Value
₹3.6 L
EMD Value
₹7,186
Closing Date
5 Feb 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
Sub Head Laying and jointing and testing of GMS pipe from T/Well near Awadh Places to T/Well 69)
2026_HPIPH_127014_1
EE-JSD-Amb-Tender 05.02.26 Job-I
Open Tender
Civil Works
Amb
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹7,186
25 Apr 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
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)
Laying,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).
200 mm dia
Prov. Circumferential Cutting and butt welding with Three layers joints 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 Following dia
200 mm dia
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