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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 LAccepted-AOC V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.7 L Quoted ₹2.5 L | L-1 | Accepted-AOC Lowest-1 |
| 2 | L-2₹2.7 LRejected-Finance VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | ₹2.7 L | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹2.8 LRejected-Finance | ₹2.8 L | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | Chuni lal L2 | Ankit kumar L3 | KARTAR SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/ strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming, watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge. | 89.1 | Cum | 450 ₹40,095 | 460 ₹40,986 | 400 ₹35,640 |
| 2.00Repair of existing distribution network of various dia HDPE pipe material grade PE-80, class PN- 4, 6, 8 Kg/cm2 including pipe ends, MS flange table-5 with nut, bolts & gasket butt fusion joint with HDPE welding machine etc as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge. | ||||||
| 2.01 | 90 mm dia existing line | 18 | Nos. | 2,200 ₹39,600 | 2,300 ₹41,400 | 2,000 ₹36,000 |
| 2.03 | 110 mm dia existing line | 10 | Nos. | 3,200 ₹32,000 | 3,300 ₹33,000 | 3,000 ₹30,000 |
| 2.04 | 125 mm dia existing line | 2 | Nos. | 3,700 ₹7,400 | 3,800 ₹7,600 | 3,500 ₹7,000 |
| 2.05 | 140 mm dia existing line | 8 | Nos. | 3,900 ₹31,200 | 4,000 ₹32,000 | 3,700 ₹29,600 |
| 2.06 | 160 mm dia existing line | 12 | Nos. | 4,200 ₹50,400 | 4,300 ₹51,600 | 4,000 ₹48,000 |
| 3.00Repair of existing distribution network of various dia HDPE pipe class PE-80 with butt fusion joint as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge. | ||||||
| 3.01 | 90 mm dia existing line | 5 | Nos. | 2,200 ₹11,000 | 2,300 ₹11,500 | 2,000 ₹10,000 |
| 3.02 | 110 mm dia existing line | 5 | Nos. | 3,200 ₹16,000 | 3,300 ₹16,500 | 3,000 ₹15,000 |
Tender Value
₹2.4 L
EMD Value
₹4,900
Closing Date
22 Dec 2025, 5:00 pmClosed
Executive Engineer
JSD Baggi
Repair of existing HDPE pipe of various diameter and providing, laying, jointing, testing and carriage of HDPE pipe of various diameters
2025_HPIPH_123231_1
22445-494 dated 11.12.2025
Open Tender
Civil Works
90 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹4,900
7 Mar 2026
11 Dec 2025
23 Dec 2025
12 Dec 2025
22 Dec 2025
12 Dec 2025
12 Dec 2025 - 22 Dec 2025
Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/ strutting, planking, timbering wherever required, stacking the useable or unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming, watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.
Repair of existing distribution network of various dia HDPE pipe material grade PE-80, class PN- 4, 6, 8 Kg/cm2 including pipe ends, MS flange table-5 with nut, bolts & gasket butt fusion joint with HDPE welding machine etc as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.
90 mm dia existing line
110 mm dia existing line
125 mm dia existing line
140 mm dia existing line
160 mm dia existing line
Repair of existing distribution network of various dia HDPE pipe class PE-80 with butt fusion joint as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.
90 mm dia existing line
110 mm dia existing line
125 mm dia existing line
140 mm dia existing line
160 mm dia existing line
Laying, jointing, testing and carriage of HDPE pipes of various dia in trenches to required grades as per (IS: 4984-1995) PE-80, PN-6 Kg/Cm2 latest with upto date ammendments of following OD pipes, material grade and class of pipes including all fittings like end caps, collars & cut pieces etc. complete in all respect. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications complete job in all respect in all leads & lifts as per the directions and satisfaction of Engineer-in-Charge.
9 mm dia, PE-80, PN-4 Kg/Cm2
110 mm dia, PE-80, PN-4 Kg/Cm2
125 mm dia, PE-80, PN-4 Kg/Cm2
140 mm dia, PE-80, PN-4 Kg/Cm2
160 mm dia, PE-80, PN-4 Kg/Cm2
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