Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-Finance | ₹8.0 L | 1 | Accepted-Finance L1 |
| 2 | 2₹8.1 L+₹12,249.55 (1.53%)Rejected-Finance | ₹8.1 L+₹12,249.55 (1.53%) | 2 | Rejected-Finance L2 |
| 3 | 3₹8.6 L+₹55,641.20 (6.95%)Rejected-Finance VILL PO GHANALWIN TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹8.6 L+₹55,641.20 (6.95%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical GHUMARWIN DIVISION HP PWD GHUMARWIN | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Vishal Chauhan L3 | M/s Raj construction Prop. Hemraj Chauhan L1 | Rajni kumari L2 |
|---|---|---|---|---|---|---|
| 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. | 37.98 | Cum | 415 ₹15,761.7 | 375 ₹14,242.5 Lowest | 385 ₹14,622.3 |
| 2.00 | Providing and laying cement mortar 1:3:6 (1cement: 3sand: 6 graded stone aggregate 40mm nminal size) and curing complete exclusding the cost of form work in foundation and plinth in all leads and lifts to the entire satisfaction of the Engineer-in-charge. | 83.87 | Cum | 8,500 ₹7,12,895 | 7,905 ₹6,62,992.35 Lowest | 8,005 ₹6,71,379.35 |
| 3.00Providing 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:- | ||||||
| 3.01 | 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. | 131 | Sqmt | 440 ₹57,640 | 425 ₹55,675 Lowest | 438 ₹57,378 |
| 4.00 | Boulder filing behind the retaining walls in all leads and lefts and to the entire satisfaction of the Engineer-in-charge. | 23.73 | Sqmt | 2,950 ₹70,003.5 | 2,855 ₹67,749.15 Lowest | 2,930 ₹69,528.9 |
Tender Value
₹7.9 L
EMD Value
₹15,900
Closing Date
2 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Bilaspur
Restoration of rain damages of LIS to GP Malyour Bhatoli and Baloh in Tehsil Ghumarwin District Bilaspur (SH Construction of protection wall at WTP Sanoti and head works near connection bridge under PDNA).
2026_HPIPH_137185_7
BLP-BLP-0736-NIT No. 4197-4296 Dated 20/06/2026
Open Tender
Civil Works
Item Rate
Sub Division Kandrour Section Harlog
Please refer Tender documents.
4 documents required · 4 mandatory
₹350
₹15,900
23 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 37.98 | Cum | - | - |
| 2 | Providing and laying cement mortar 1:3:6 (1cement: 3sand: 6 graded stone aggregate 40mm nminal size) and curing complete exclusding the cost of form work in foundation and plinth in all leads and lifts to the entire satisfaction of the Engineer-in-charge. | 83.87 | Cum | - | - |
| 3Providing 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:- | |||||
| 3.01 | 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. | 131 | Sqmt | - | - |
| 4 | Boulder filing behind the retaining walls in all leads and lefts and to the entire satisfaction of the Engineer-in-charge. | 23.73 | Sqmt | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.34 MB
PWD6.pdf
Tender Documents • 0.40 MB
PWD8.pdf
Tender Documents • 1.32 MB
TC.pdf
Tender Documents • 0.17 MB
BOQ_203113.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .