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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H5₹5.3 LAccepted-Finance | ₹5.3 L | H5 | Accepted-Finance Lowest |
| 2 | H1₹6.9 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹6.9 L | H1 | Rejected-Finance Highest |
| 3 | H2₹6.5 LRejected-Finance | ₹6.5 L | H2 | Rejected-Finance Highest |
| 4 | H3₹6.0 LRejected-Finance | ₹6.0 L | H3 | Rejected-Finance Highest |
| 5 | H4₹5.4 LRejected-Finance VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹5.4 L | H4 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | Kamlesh Kumar H4 | Pawan Kumar H1 | Sanjay H2 | gulshan kumar H3 | M/S Verma Construction H5 |
|---|---|---|---|---|---|---|---|---|
| 2.00Description | ||||||||
| 3.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 19.31 | Cum | 350 ₹6,758.5 | 199 ₹3,842.69 Lowest | 450 ₹8,689.5 | 250 ₹4,827.5 | 200 ₹3,862 |
| 4.00Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- | ||||||||
| 5.00 | Foundation and Plinth | 6.44 | Cum | 8,350 ₹53,774 | 8,000 ₹51,520 | 8,500 ₹54,740 | 6,000 ₹38,640 Lowest | 7,000 ₹45,080 |
| 6.00 | Bed | 8.44 | Cum | 8,350 ₹70,474 | 8,000 ₹67,520 | 8,500 ₹71,740 | 6,000 ₹50,640 Lowest | 6,500 ₹54,860 |
| 7.00 | Side | 11.25 | Cum | 8,350 ₹93,937.5 | 8,000 ₹90,000 | 8,500 ₹95,625 | 6,000 ₹67,500 Lowest | 6,000 ₹67,500 Lowest |
| 8.00Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | ||||||||
| 9.00 | Foundation and Plinth | 5.02 | Cum | 9,000 ₹45,180 | 9,000 ₹45,180 | 9,500 ₹47,690 | 6,500 ₹32,630 Lowest | 9,000 ₹45,180 |
| 10.00 | ii) Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 6.39 | Cum | 9,000 ₹57,510 | 9,000 ₹57,510 | 9,500 ₹60,705 | 6,500 ₹41,535 Lowest | 8,800 ₹56,232 |
| 11.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in : | ||||||||
Tender Value
₹7.9 L
EMD Value
₹16,000
Closing Date
4 Apr 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
C/O Storage tank 50000 ltr capacity c/O Channel
2026_HPIPH_132595_1
SNN-SML-003-740-Tdr-25 -74-80dt23.3.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
EE Suni
₹16,000
25 Jun 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
27 Mar 2026 - 4 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2Description | |||||
| 3 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 19.31 | Cum | - | - |
| 4Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- | |||||
| 5 | Foundation and Plinth | 6.44 | Cum | - | - |
| 6 | Bed | 8.44 | Cum | - | - |
| 7 | Side | 11.25 | Cum | - | - |
| 8Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | |||||
| 9 | Foundation and Plinth | 5.02 | Cum | - | - |
| 10 | ii) Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 6.39 | Cum | - | - |
| 11Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in : | |||||
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