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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC lowest 1 | |
| 2 | L2₹3.8 L+₹18,063 (4.93%)Rejected-AOC HIMACHAL PRADESH | L2 | Rejected-AOC not lowest 1 | |
| 3 | L3₹3.9 L+₹25,513 (6.97%)Rejected-AOC | L3 | Rejected-AOC not lowest 1 | |
| 4 | L4₹4.3 L+₹61,585.50 (16.8%)Rejected-AOC | L4 | Rejected-AOC not lowest 1 | |
| 5 | L5₹4.8 L+₹1.1 L (31.1%)Rejected-AOC R O VILL AIMA P O TEHSIL PALAMPUR DISTT KANGRA H P | L5 | Rejected-AOC not lowest 1 |
| Sl No | Description | Qty | Unit | GALAXY ASSOCIATE L4 | AMIT CHOUDHARY L6 | SUBHASH CHAND GOVT. CONTRACTOR L5 | Jagjit Singh L1 | MEENA KUMARI L7 | Ravinder Kumar L2 | vyas traders L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Excavation in foundations and trenches(for pipes and pits in all depths etc.) in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original conditions including soring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in-charge. | ||||||||||
| 2.00 | For Existing Pipe | 330.75 | Cum | 330 ₹1,09,147.5 | 400 ₹1,32,300 | 410 ₹1,35,607.5 | 350 ₹1,15,762.5 | 450 ₹1,48,837.5 | 120 ₹39,690 Lowest | 300 ₹99,225 |
| 3.00Providing Circumferencial Butt welded joints by electrical arc welding to various mm dia GI Pipe cutting and welding in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in- charge | ||||||||||
| 4.00 | 100 dia | 65 | joint | 600 ₹39,000 Lowest | 650 ₹42,250 | 650 ₹42,250 | 600 ₹39,000 Lowest | 700 ₹45,500 | 910 ₹59,150 | 600 ₹39,000 Lowest |
| 5.00 | 80 mm dia | 55 | joint | 550 ₹30,250 | 600 ₹33,000 | 550 ₹30,250 | 450 ₹24,750 Lowest | 650 ₹35,750 | 755 ₹41,525 | 550 ₹30,250 |
| 6.00 | 65 mm dai | 52 | joint | 450 ₹23,400 | 500 ₹26,000 | 500 ₹26,000 | 350 ₹18,200 Lowest | 550 ₹28,600 | 680 ₹35,360 | 500 ₹26,000 |
| 7.00 | 50 mm dai | 45 | joint | 400 ₹18,000 | 450 ₹20,250 | 450 ₹20,250 | 300 ₹13,500 Lowest | 500 ₹22,500 | 580 ₹26,100 | 450 ₹20,250 |
| 8.00Replacement of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge | ||||||||||
| 9.00 | 50 mm dai | 6 | Nos. | 7,000 ₹42,000 | 7,500 ₹45,000 | 7,800 ₹46,800 | 6,500 ₹39,000 Lowest | 8,000 ₹48,000 | 7,000 ₹42,000 | 8,000 ₹48,000 |
| 10.00 | 65 mm dai | 5 | Nos. | 10,000 ₹50,000 | 12,500 ₹62,500 | 11,500 ₹57,500 | 8,000 ₹40,000 Lowest | 13,200 ₹66,000 | 8,250 ₹41,250 | 9,000 ₹45,000 |
Tender Value
₹4.3 L
EMD Value
₹8,654
Closing Date
23 Mar 2026, 11:00 amClosed
EE Jaisinghpur
JSD Jaisnghpur
Sub head Repair and restoration of damaged GI pipe
2026_HPIPH_130854_1
17612-642dt09.03.2026
Open Tender
Civil Works
Item Rate
Jaisinghpur
As per notice inviting tender
7 documents required · 7 mandatory
₹500
Yes
EE Jaisinghpur
₹8,654
Yes
7 Oct 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations and trenches(for pipes and pits in all depths etc.) in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (where blasting is prohibited)and saturated soils, stacking the excavated earth within all leads and lifts, clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when required into plinths, sides of foundation and trenches etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original conditions including soring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in-charge. | - | - | - | - |
| 2 | For Existing Pipe | 330.75 | Cum | - | - |
| 3 | Providing Circumferencial Butt welded joints by electrical arc welding to various mm dia GI Pipe cutting and welding in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-
charge | - | - | - | - |
| 4 | 100 dia | 65 | joint | - | - |
| 5 | 80 mm dia | 55 | joint | - | - |
| 6 | 65 mm dai | 52 | joint | - | - |
| 7 | 50 mm dai | 45 | joint | - | - |
| 8 | Replacement of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge | - | - | - | - |
| 9 | 50 mm dai | 6 | Nos. | - | - |
| 10 | 65 mm dai | 5 | Nos. | - | - |
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