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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance N A | PALWAL | HARYANA | 121004 | ₹2.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.2 L+₹11,769.01 (5.63%)Rejected-Finance N A | FARIDABAD | HARYANA | 121004 | ₹2.2 L+₹11,769.01 (5.63%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.5 L+₹40,849.61 (19.5%)Rejected-Finance | ₹2.5 L+₹40,849.61 (19.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.5 L+₹43,626.61 (20.9%)Rejected-Finance VILLAGE P O AMARPUR TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹2.5 L+₹43,626.61 (20.9%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not eligible as per NIT Conditions |
| Sl No | Description | Qty | Unit | Nisha Kumari L1 | BHAW SINGH KAPOOR CONTRACTOR L3 | Sukh Dev L2 | Manohar Lal L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (in pipes and pits) 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 earth within all leads and lifts 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.
a) For New/Proposed parallel
pipe line. (Pick jumper Work) | 179 | Cum | 340 ₹60,860 Lowest | 370 ₹66,230 | 370 ₹66,230 | 380 ₹68,020 |
| 1.01 | Pick work | 117.81 | Cum | 309 ₹36,403.29 | 290 ₹34,164.9 Lowest | 330 ₹38,877.3 | 290 ₹34,164.9 Lowest |
| 2.00 | Laying, jointing (screwed & socketted) & testing of GMS tubes conforming to IS: 1239 - 1979 Part I in trenches complete in all respect (The earth work in trenches to be measured & paid for separately) Light Class | - | - | - | - | - | - |
| 2.01 | 50 mm dia | 15 | Rmt | 48 ₹720 Lowest | 60 ₹900 | 50 ₹750 | 60 ₹900 |
| 2.02 | 40 mm dia | 18 | Rmt | 42 ₹756 Lowest | 58 ₹1,044 | 45 ₹810 | 58 ₹1,044 |
| 2.03 | 32 mm dia | 20 | Rmt | 33 ₹660 Lowest | 45 ₹900 | 35 ₹700 | 45 ₹900 |
| 2.04 | 25 mm dia | 24 | Rmt | 30 ₹720 Lowest | 35 ₹840 | 32 ₹768 | 35 ₹840 |
| 2.05 | 20 mm dia | 36 | Rmt | 25 ₹900 Lowest | 34 ₹1,224 | 26 ₹936 | 34 ₹1,224 |
| 3.00 | Dismentalling of old GMS Pipes from trenches (Earth work in trenches to be measured & paid for seperately. | - | - | - | - | - | - |
| 3.01 | 50 mm dia | 80 | Rmt | 39 ₹3,120 Lowest | 55 ₹4,400 | 40 ₹3,200 | 55 ₹4,400 |
Tender Value
₹2.3 L
EMD Value
₹4,600
Closing Date
13 Apr 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH Repair of pipe line distribution system replace, Dismentalled and relying of GMS pipe various dia with new pipe line and butt welding of G/main line including all necessary fittings).
2026_HPIPH_133291_1
NIT 636-735 Dated 02-04-2026
Open Tender
Repair and Maintenance Works
Item Rate
120 days
Zakatkhana
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
Yes
₹4,600
Yes
11 Jun 2026
4 Apr 2026
13 Apr 2026
4 Apr 2026
13 Apr 2026
4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation and trenches etc. (in pipes and pits) 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 earth within all leads and lifts 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. a) For New/Proposed parallel pipe line. (Pick jumper Work) | |||||
| 1.01 | Pick work | - | Cum | - | - |
| 2Laying, jointing (screwed & socketted) & testing of GMS tubes conforming to IS: 1239 - 1979 Part I in trenches complete in all respect (The earth work in trenches to be measured & paid for separately) Light Class | |||||
| 2.01 | 50 mm dia | - | Rmt | - | - |
| 2.02 | 40 mm dia | - | Rmt | - | - |
| 2.03 | 32 mm dia | - | Rmt | - | - |
| 2.04 | 25 mm dia | - | Rmt | - | - |
| 2.05 | 20 mm dia | - | Rmt | - | - |
| 3Dismentalling of old GMS Pipes from trenches (Earth work in trenches to be measured & paid for seperately. | |||||
| 3.01 | 50 mm dia | - | Rmt | - | - |
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