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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-Finance | ₹10.5 L | L1 | Accepted-Finance Accepted Being a L1 |
| 2 | L2₹11.1 LRejected-Finance VILL PO GHANALWIN TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹11.1 L | L2 | Rejected-Finance Rejected being a L2 |
| 3 | L3₹11.4 LRejected-Finance | ₹11.4 L | L3 | Rejected-Finance Rejected being a L3 |
| 4 | L4₹11.7 LRejected-Finance BHOTA TEHSIL BARSAR DISTT HAMIRPUR HP | ₹11.7 L | L4 | Rejected-Finance Rejected being a L4 |
| 5 | Rejected-Technical GHUMARWIN DIVISION HP PWD GHUMARWIN | - | - | Rejected-Technical Rejected due to not fulfil the eligibilty |
| Sl No | Description | Qty | Unit | M/s Raj construction Prop. Hemraj Chauhan L1 | Vishal Chauhan L2 | verma traders L4 | Rajni kumari L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and banking in 20cms layers including breaking clods , ramming, and dressing ground for the purpose,of making embankments or filling up ground depressons.upto a lead of 20mtrs and lift 1.50mtrs in pick jumper work. | 61.05 | P/Cum | 350 ₹21,367.50 | 350 ₹21,367.50 | 435 ₹26,556.75 | 360 ₹21,978 |
| 2.00 | Wire crates of G.I. Wire filles with boulders with square cut faces against the wire ( wire crates to be measured and paid for seperatly) | 185.54 | P/Cum | 2,950 ₹5.5 L | 3,050 ₹5.7 L | 3,465 ₹6.4 L | 3,250 ₹6.0 L |
| 3.00 | Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid for seperatly) 15cmx 15cm mesh G.I. Wire 5mm thick corresponding to SWG 5 . | 890.63 | P/Cum | 450 ₹4.0 L | 485 ₹4.3 L | 455 ₹4.1 L | 480 ₹4.3 L |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. | |||||||
| 4.01 | In vertical walls | 19.2 | P/Sqmt | 425 ₹8,160 | 415 ₹7,968 | 550 ₹10,560 | 425 ₹8,160 |
| 5.00 | Providing and laying cement concrete 1:2:4 (1Cement:2sand:4graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts | 8.64 | P/KG | 8,550 ₹73,872 | 9,050 ₹78,192 | 9,550 ₹82,512 | 9,450 ₹81,648 |
Tender Value
Refer Docs
EMD Value
₹21,500
Closing Date
9 Mar 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Ghumarwin
Executive Engineer Jal Shakti Division Ghumarwin
Construction of wire crate to protect head works head works and Rising main Booster stage
2026_HPIPH_129773_1
GMR-BLP02-737(14494-545)WCKOT
Open Tender
Civil Works
90 days
BHARARI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹21,500
24 Apr 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
27 Feb 2026 - 9 Mar 2026
Excavation in earth work and banking in 20cms layers including breaking clods , ramming, and dressing ground for the purpose,of making embankments or filling up ground depressons.upto a lead of 20mtrs and lift 1.50mtrs in pick jumper work.
Wire crates of G.I. Wire filles with boulders with square cut faces against the wire ( wire crates to be measured and paid for seperatly)
Wire crates made of G.I. Wire filled with boulders with square cut faces against the wire ( Boulder filling to be measured and paid for seperatly) 15cmx 15cm mesh G.I. Wire 5mm thick corresponding to SWG 5 .
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.
In vertical walls
Providing and laying cement concrete 1:2:4 (1Cement:2sand:4graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
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