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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹6.3 LAccepted-Finance | ₹6.3 L | H3 | Accepted-Finance Lowest |
| 2 | H1₹7.9 LRejected-Finance | ₹7.9 L | H1 | Rejected-Finance Highest |
| 3 | H2₹6.4 LRejected-Finance | ₹6.4 L | H2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | Sanjay H3 | Lokesh Kumar H1 | Bharat Singh Verma H2 |
|---|---|---|---|---|---|---|
| 2.00Description | ||||||
| 3.00 | Excavation in foundation 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 layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. | 10.4 | Cum | 250 ₹2,600 Lowest | 600 ₹6,240 | 400 ₹4,160 |
| 4.00 | For Pipeline | 396 | Cum | 250 ₹99,000 Lowest | 450 ₹1,78,200 | 288 ₹1,14,048 |
| 5.00Providing 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:- | ||||||
| 6.00 | Foundation and Plinth. | 1.2 | Cum | 6,200 ₹7,440 Lowest | 8,500 ₹10,200 | 7,100 ₹8,520 |
| 7.00Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | ||||||
| 8.00 | Foundation and Plinth. | 0.77 | Cum | 7,500 ₹5,775 Lowest | 9,000 ₹6,930 | 9,100 ₹7,007 |
| 9.00 | 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. | 2.02 | Cum | 7,500 ₹15,150 Lowest | 9,000 ₹18,180 | 9,800 ₹19,796 |
| 10.00Providing 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 : | ||||||
| 11.00 | Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- | 3.92 | Sqm | 80 ₹313.6 Lowest | 650 ₹2,548 | 400 ₹1,568 |
Tender Value
₹9.7 L
EMD Value
₹20,000
Closing Date
18 Mar 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
/O RCC Intake chamber, C/O RCC S/tank 25000 Ltrs. Cap. and Providing,LJ of G.I pipes of various dia Under PDNA.
2026_HPIPH_130676_1
SNN-SML-003-740-Tdr-26.66-72 dt6.3.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹20,000
24 Aug 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
7 Mar 2026 - 18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Description | - | - | - | - |
| 3 | Excavation in foundation 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 layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. | - | Cum | 1.25 | - |
| 4 | For Pipeline | 396 | Cum | - | - |
| 5 | Providing 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:- | - | - | - | - |
| 6 | Foundation and Plinth. | 1.2 | Cum | - | - |
| 7 | Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | - | - | - | - |
| 8 | Foundation and Plinth. | 0.77 | Cum | - | - |
| 9 | 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. | 2.02 | Cum | - | - |
| 10 | Providing 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 : | - | - | - | - |
| 11 | Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- | 3.92 | Sqm | - | - |
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