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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAccepted-Finance VILLAGE BALHI DHAVER P O DHANGOTA BARSAR TEHSIL DHATWAL DISTT HAMIRPUR H P 176040 | HAMIRPUR | HAMIRPUR | HIMACHAL PRADESH | 176040 | ₹64.8 L | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹74.5 LRejected-Finance R O VILLAGE DADOH PO DHABAN TEHSIL BALH DISTRICT MANDI HP 175027 | MANDI | HIMACHAL PRADESH | 175027 | ₹74.5 L | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹88.8 LRejected-Finance HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175047 | ₹88.8 L | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹1.1 CrRejected-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹1.1 Cr | L4 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | MOHAMMAD SALMAN L2 | Satish Kumar L3 | Devender Kumar L1 | KUSHAL SINGH RAGHAV L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (for pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of HDPE pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect. | 17,442 | Cum | 179 ₹31.2 L | 334.5 ₹58.3 L | 213 ₹37.2 L | 375 ₹65.4 L |
| 2.00 | Laying ,jointing and testing High Density Polyethylene pipes in trenches to required grade as per IS: 4984-1995 latest with upto date ammendments of following OD pipes material grade and class of pipe . The joints of pipes should be done by way of butt fusion welding as per relevent IS code and specification including all fittings and accessories e.g.coupling, tees bends, reducers screwed adopter flanged tail piece etc. including carraige of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).(i) 140mm, PE 63, PN 6 | 9,950 | Rmt | 130 ₹12.9 L | 74 ₹7.4 L | 97 ₹9.7 L | 105 ₹10.4 L |
| 2.01 | 110mm, PE 63, PN 6 | 6,130 | Rmt | 90 ₹5.5 L | 63 ₹3.9 L | 53 ₹3.2 L | 95 ₹5.8 L |
| 2.02 | 110mm, PE 63, PN4 | 24,300 | Rmt | 80 ₹19.4 L | 63 ₹15.3 L | 53 ₹12.9 L | 95 ₹23.1 L |
| 2.03 | 90mm, PE 63, PN 6 | 6,600 | Rmt | 70 ₹4.6 L | 50 ₹3.3 L | 23 ₹1.5 L | 85 ₹5.6 L |
| 2.04 | 75mm, PE 63, PN 6 | 1,470 | Rmt | 55 ₹80,850 | 45 ₹66,150 | 23 ₹33,810 | 75 ₹1.1 L |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
6 Dec 2025, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Sundernagar
Laying jointing and testing of HDPE pipe in gravity main from tank to tank line and distribution system of various dias
2025_HPIPH_121857_1
EE JSD SNR TA etender 2025-18871-900 dt. 27.11.2025
Open Tender
Civil Works - Water Works
180 days
Nihri
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹1.9 L
9 Dec 2025
27 Nov 2025
8 Dec 2025
27 Nov 2025
6 Dec 2025
27 Nov 2025
Amount
Excavation in foundation and trenches etc. (for pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of HDPE pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.
Laying ,jointing and testing High Density Polyethylene pipes in trenches to required grade as per IS: 4984-1995 latest with upto date ammendments of following OD pipes material grade and class of pipe . The joints of pipes should be done by way of butt fusion welding as per relevent IS code and specification including all fittings and accessories e.g.coupling, tees bends, reducers screwed adopter flanged tail piece etc. including carraige of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).(i) 140mm, PE 63, PN 6
110mm, PE 63, PN 6
110mm, PE 63, PN4
90mm, PE 63, PN 6
75mm, PE 63, PN 6
MOHAMMAD SALMAN (BID ID -590940)
Satish Kumar (BID ID -590587)
KUSHAL SINGH RAGHAV (BID ID -590116)
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