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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L Quoted ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 LRejected-AOC VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | ₹5.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹5.5 LRejected-AOC M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹5.5 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Nitish Thakur L2 | VIKAS SHARMA L3 | Guransh Singh Govt Contractor L1 |
|---|---|---|---|---|---|---|
| 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 | 38.57 | Cum | 690 ₹26,613.3 Lowest | 710 ₹27,384.7 | 700 ₹26,999 |
| 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. | 2.38 | Cum. | 5,600 ₹13,328 Lowest | 5,650 ₹13,447 | 5,600 ₹13,328 Lowest |
| 3.00Providing 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:- | ||||||
| 3.01 | 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. | 5.94 | Cum. | 7,550 ₹44,847 | 7,600 ₹45,144 | 7,500 ₹44,550 Lowest |
| 3.02 | 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 | 9.19 | Cum. | 8,100 ₹74,439 | 8,100 ₹74,439 | 8,000 ₹73,520 Lowest |
| 3.03 | Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. | 1.05 | Cum. | 9,050 ₹9,502.5 | 9,100 ₹9,555 | 9,000 ₹9,450 Lowest |
| 3.04 | (i)Arches upto floor two level: | 1.88 | Cum. | 14,550 ₹27,354 | 14,500 ₹27,260 Lowest | 15,000 ₹28,200 |
| 4.00Prov.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 :- | ||||||
| 4.01 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 105.56 | Sqm. | 390 ₹41,168.4 Lowest | 410 ₹43,279.6 | 400 ₹42,224 |
| 5.00 | 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) | 18.78 | Sqm. | 1,690 ₹31,738.2 | 1,700 ₹31,926 | 1,670 ₹31,362.6 Lowest |
Tender Value
₹4.9 L
EMD Value
₹9,795
Closing Date
24 Apr 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thanakalan
C/O storage tank of 50000 ltrs. Capacity) PDNA (20095)
2026_HPIPH_134381_1
UNA-UNA03-733
Open Tender
Civil Works
Lump-sum
30 days
Thanakalan
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹9,795
10 Jun 2026
16 Apr 2026
25 Apr 2026
16 Apr 2026
24 Apr 2026
16 Apr 2026
16 Apr 2026 - 24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | 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 | - | Cum | - | - |
| - | 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. | 2.38 | Cum. | - | - |
| - | Providing 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:- | - | - | - | - |
| - | 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. | - | Cum. | - | - |
| - | 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 | - | Cum. | - | - |
| - | Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. | - | Cum. | - | - |
| - | (i)Arches upto floor two level: | - | Cum. | - | - |
| - | Prov.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 :- | - | - | - | - |
| 4.01 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 105.56 | Sqm. | - | - |
| - | 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) | 18.78 | Sqm. | - | - |
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