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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L Quoted ₹4.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹4.7 LRejected-AOC | ₹4.7 L | L2 | Rejected-AOC Accept |
| 3 | L3₹4.7 LRejected-AOC GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹4.7 L | L3 | Rejected-AOC Accept |
| 4 | L4₹4.8 LRejected-AOC E 172 CHAURA MAIDAN 103 TUNNEL SHIMLA HIMACHAL PRADESH 171001 | SHIMLA | HIMACHAL PRADESH | 171001 | ₹4.8 L | L4 | Rejected-AOC Accept |
| Sl No | Description | Qty | Unit | Rakesh KUmar L3 | GOPAL CHAND GOVT CONTRACTOR L2 | RAHUL SHARMA L1 | Anil Kumar Govt Contractor L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge | 45.15 | Cum | 400 ₹18,060 | 355 ₹16,028.25 | 190 ₹8,578.5 Lowest | 400 ₹18,060 |
| 2.00 | Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 2.29 | Cum. | 5,300 ₹12,137 | 5,260 ₹12,045.4 | 5,200 ₹11,908 Lowest | 5,300 ₹12,137 |
| 3.00Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | |||||||
| 3.01 | Edge of slab and breaks in floors and wall under 20cm wide | 16.02 | Rmt | 110 ₹1,762.2 | 105 ₹1,682.1 Lowest | 350 ₹5,607 | 110 ₹1,762.2 |
| 3.02 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 104.3 | Sqm. | 350 ₹36,505 | 350 ₹36,505 | 295 ₹30,768.5 Lowest | 350 ₹36,505 |
| 3.03 | Beam cantilevers girder and intels Sides and soffits of beam haunching cantilever girder bressumers and lintels not exceeding 1 metres in depth complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | 9.08 | Sqm. | 500 ₹4,540 | 500 ₹4,540 | 450 ₹4,086 Lowest | 500 ₹4,540 |
| 4.00 | Providing form work of ordinary timber plankings, so as to give a rough 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 Arches exceeding 6.00 mtr.span) | 13.19 | Sqm. | 2,000 ₹26,380 Lowest | 2,000 ₹26,380 Lowest | 2,200 ₹29,018 | 2,000 ₹26,380 Lowest |
| 5.00Providing and laying cement concrete 1:1:5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||||
| 5.01 | In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 4.09 | Cum. | 6,750 ₹27,607.5 | 6,750 ₹27,607.5 | 6,200 ₹25,358 Lowest | 6,750 ₹27,607.5 |
| 5.02 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level | 10.69 | Cum. | 6,870 ₹73,440.3 | 6,870 ₹73,440.3 | 6,500 ₹69,485 Lowest | 6,870 ₹73,440.3 |
Tender Value
₹4.8 L
EMD Value
₹9,555
Closing Date
11 Jun 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thanakalan
C/O storage tank of 45000 ltrs. capacity (20027)
2026_HPIPH_135537_1
UNA-UNA03-733
Open Tender
Civil Works
Lump-sum
30 days
Thanakalan
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹9,555
14 Aug 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
3 Jun 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge | 45.15 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 2.29 | Cum. | - | - |
| 3Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | |||||
| 3.01 | Edge of slab and breaks in floors and wall under 20cm wide | 16.02 | Rmt | - | - |
| 3.02 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 104.3 | Sqm. | - | - |
| 3.03 | Beam cantilevers girder and intels Sides and soffits of beam haunching cantilever girder bressumers and lintels not exceeding 1 metres in depth complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- | 9.08 | Sqm. | - | - |
| 4 | Providing form work of ordinary timber plankings, so as to give a rough 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 Arches exceeding 6.00 mtr.span) | 13.19 | Sqm. | - | - |
| 5Providing and laying cement concrete 1:1:5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 5.01 | In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. | 4.09 | Cum. | - | - |
| 5.02 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level | 10.69 | Cum. | - | - |
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