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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC HIMACHAL PRADESH HP | L1 | Accepted-AOC being L1 | |
| 2 | L2₹8.6 L+₹34,862 (4.23%)Rejected-Finance HIMACHAL PRADESH | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹8.6 L+₹36,312.30 (4.40%)Rejected-Finance HOUSE NO 136 RAURA SECTOR II BILASPUR DISTT BILASPUR H P 174001 | BILASPUR | HIMACHAL PRADESH | 174001 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹8.9 L+₹62,712.76 (7.60%)Rejected-Finance | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹9.0 L+₹75,041.75 (9.10%)Rejected-Finance HIMACHAL PRADESH HP | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | Sada Nand L2 | Gaurav Singh L3 | Daljeet Singh L5 | SATISH KUMAR L6 | AJAY KUMAR L1 | sanjeev dhiman L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Excavation infoundation and trenches etc.(including 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 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 trimming and dressing where ever required 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. | |||||||||
| 1.01 | Pick /jumper work | 48 | Per Cum | 300 ₹14,400 | 200 ₹9,600 | 350 ₹16,800 | 350 ₹16,800 | 120 ₹5,760 Lowest | 297 ₹14,256 |
| 2.01 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) | 150 | Cum | 2,400 ₹3,60,000 | 3,000 ₹4,50,000 | 2,432 ₹3,64,800 | 2,700 ₹4,05,000 | 2,700 ₹4,05,000 | 2,250 ₹3,37,500 Lowest |
| 3.01 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6. (15 x15) cm mesh. | 721.5 | Sqm | 350 ₹2,52,525 | 375 ₹2,70,562.5 | 422 ₹3,04,473 | 425 ₹3,06,637.5 | 300 ₹2,16,450 Lowest | 397 ₹2,86,435.5 |
| 4.00 | Filling in plinth, un even, ground with soil earth under floors including, watering, ramming consolodating and dressing including cost of excavation and complete to the entire satisfaction of Engineer in charge. | 129.85 | Cum | 700 ₹90,895 | 400 ₹51,940 Lowest | 507 ₹65,833.95 | 700 ₹90,895 | 400 ₹51,940 Lowest | 550 ₹71,417.5 |
| 5.00 | Boulder filling under floor complete as per direction and to the entire satisfaction of Engineer in charge. | 10.88 | Cum | 2,000 ₹21,760 | 900 ₹9,792 Lowest | 2,000 ₹21,760 | 2,260 ₹24,588.8 | 1,800 ₹19,584 | 1,997 ₹21,727.36 |
| 6.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth. | 10.88 | Cum | 5,800 ₹63,104 | 900 ₹9,792 Lowest | 6,510 ₹70,828.8 | 8,000 ₹87,040 | 6,200 ₹67,456 | 8,450 ₹91,936 |
| 7.00 | Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | 8.16 | Cum | 7,000 ₹57,120 | 7,300 ₹59,568 | 6,800 ₹55,488 Lowest | 8,300 ₹67,728 | 7,200 ₹58,752 | 7,890 ₹64,382.4 |
Tender Value
Refer Docs
EMD Value
₹21,750
Closing Date
15 Jan 2026, 11:00 amClosed
EE JSV Division Jhandutta
EE JSV Division Jhandutta
Restoaration of rain damages of Augmentation of various water supply scheme under IPH Section Geherwin from Kaherwin Nallah in Tehsil Jhandutta Distt. Bilaspur H.P SH C/o wire crate to protect the link road to head works from RD 160/0 to 32 under PDN
2026_HPIPH_125116_1
JSDJ-9104-9203 dt. 6.01.2026
Open Tender
Civil Works
Item Wise
90 days
Jhandutta
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹21,750
28 Jan 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
6 Jan 2026 - 15 Jan 2026
Excavation infoundation and trenches etc.(including 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 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 trimming and dressing where ever required 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.
Pick /jumper work
Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately)
Wire crates made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6. (15 x15) cm mesh.
Filling in plinth, un even, ground with soil earth under floors including, watering, ramming consolodating and dressing including cost of excavation and complete to the entire satisfaction of Engineer in charge.
Boulder filling under floor complete as per direction and to the entire satisfaction of Engineer in charge.
Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand: 6 stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth.
Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-
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