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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L Quoted ₹6.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.3 LRejected-AOC N A | PALWAL | HARYANA | 121004 | ₹6.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.3 LRejected-AOC DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | ₹6.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SATISH KUMAR GOVT CONTRACTOR L2 | Yash Pal Sharma L3 | Nishant Puri 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 | 39.88 | Cum | 450 ₹17,946 | 460 ₹18,344.80 | 350 ₹13,958 |
| 2.00Laying. Jointing and Testing in trenches Galvanized mild steel pipe of below mentioned dia. and grade conforming to IS 1239-2004 including commissioning and cost of all fitting such as tees,union, elbow, reducer etc. (Earth work to be measured and paid for seprately)including entitr carraige of material in all leads & lifts as per the direction of Engineer-in-Charge. | ||||||
| 2.01 | GI pipe 100 mm dia (L.C) | 21 | Rmt. | 200 ₹4,200 | 220 ₹4,620 | 85 ₹1,785 |
| 3.00 | 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. | 2.46 | Cum. | 6,500 ₹15,990 | 6,600 ₹16,236 | 6,200 ₹15,252 |
| 4.00Providing 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:- | ||||||
| 4.01 | 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. | 6.16 | Cum. | 8,000 ₹49,280 | 8,200 ₹50,512 | 8,800 ₹54,208 |
| 4.02 | 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 | 11.77 | Cum. | 8,500 ₹1.0 L | 8,550 ₹1.0 L | 9,500 ₹1.1 L |
| 4.03 | 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. | 0.34 | Cum. | 8,700 ₹2,958 | 8,750 ₹2,975 | 9,500 ₹3,230 |
| 4.04 | (i)Arches upto floor two level: | 1.88 | Cum. | 9,000 ₹16,920 | 1,000 ₹1,880 | 9,500 ₹17,860 |
| 5.00Prov.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 :- | ||||||
Tender Value
₹5.6 L
EMD Value
₹11,186
Closing Date
6 Apr 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Thanakalan
Collection tank 50000 litrs. Capacity under PDNA
2026_HPIPH_132741_1
UNA-UNA03-733
Open Tender
Civil Works
60 days
Thanakalan
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹11,186
18 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
28 Mar 2026 - 6 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 | - | - | |
Laying. Jointing and Testing in trenches Galvanized mild steel pipe of below mentioned dia. and grade conforming to IS 1239-2004 including commissioning and cost of all fitting such as tees,union, elbow, reducer etc. (Earth work to be measured and paid for seprately)including entitr carraige of material in all leads & lifts as per the direction of Engineer-in-Charge. | - | - | - | - | |
| 2.01 | GI pipe 100 mm dia (L.C) | - | Rmt. | - | - |
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. | 2.46 | 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 :- | - | - | - | - |
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