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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 LAccepted-Finance | ₹5.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹5.6 LRejected-Finance VILL LANGWAN PO LAMBLOO TESHIL DISTT HAMIRPUR 177029 | HAMIRPUR | HIMACHAL PRADESH | 177029 | ₹5.6 L | 2 | Rejected-Finance L2 |
| 3 | 3₹5.7 LRejected-Finance | ₹5.7 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Jagjeet Singh L1 | Madan Lal L2 | Sh. Ashok Kumar Prop. M/S A.K. Guleria Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. in earth work in all lead and lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 10.03 | Cum | 400 ₹4,012 | 400 ₹4,012 | 435 ₹4,363.05 |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete working:- | ||||||
| 2.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge. | 102.82 | Sqmt | 400 ₹41,128 | 430 ₹44,212.60 | 460 ₹47,297.20 |
| 3.00 | Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls, breast walls , the size of plum shall usually be 150 to 300mm as per HPPWD specification and to the entire satisfaction of the Engineer-in-charge. | 64.28 | Cum | 6,700 ₹4.3 L | 7,450 ₹4.8 L | 7,500 ₹4.8 L |
| 4.00 | Providing weepholes in brick masonry / stone masonry plain reinforced concrete, abutment, wing wall, return wall with 100 mm dia PVC pipe extending, through the full width of the structures with slopes of 1(V)20 (H) towards drawing face complete in all respect | 30 | Rmt | 400 ₹12,000 | 280 ₹8,400 | 350 ₹10,500 |
| 5.00 | Providing boudler filling behind the retaining wall, also under floor and upstream of i/gallery under floor etc. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | 9.24 | Cum | 2,400 ₹22,176 | 2,950 ₹27,258 | 2,800 ₹25,872 |
Tender Value
₹4.8 L
EMD Value
₹9,665
Closing Date
2 Feb 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LWSS Talwara Datoh Joleplakhin in Tehsil Ghumarwin District Bilaspur (SH Construction of Retaining wall to protect the rising main 200mm dia MSERW pipe at damaged portion Sauli Khad)
2026_HPIPH_126415_6
BLP-BLP-0736-NIT No. 11825-11924 Dated 20/01/2026
Open Tender
Civil Works
60 days
Sub Division Kandrour Section Kuthera
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
₹9,665
11 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Excavation in foundation and trenches etc. in earth work in all lead and lifts in all kinds of soil such as pick work, jumper work, blasting work in soft/hard rock chiseling/wedging out of rock) where blasting is prohibited saturated soil including bailing/pumping out of water stacking the excavated soil in 15cm layers, when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor two ceiling not exceeding 4 mtr and removal of the same for in-situ reinforced concrete and plain concrete working:-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retaining walls, breast walls , the size of plum shall usually be 150 to 300mm as per HPPWD specification and to the entire satisfaction of the Engineer-in-charge.
Providing weepholes in brick masonry / stone masonry plain reinforced concrete, abutment, wing wall, return wall with 100 mm dia PVC pipe extending, through the full width of the structures with slopes of 1(V)20 (H) towards drawing face complete in all respect
Providing boudler filling behind the retaining wall, also under floor and upstream of i/gallery under floor etc. in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
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