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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC V P O MILLAH TEHSIL SHILLAI DISTT SIRMOUR 173029 | SIRMAUR | HIMACHAL PRADESH | 173029 | ₹1.1 L Quoted ₹1.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.4 L+₹11,071.08 (8.93%)Rejected-Finance | ₹1.4 L+₹11,071.08 (8.93%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 L+₹20,764.89 (16.8%)Rejected-Finance | ₹1.4 L+₹20,764.89 (16.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 L+₹29,621.19 (23.9%)Rejected-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹1.5 L+₹29,621.19 (23.9%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.6 L+₹39,080.49 (31.5%)Rejected-Finance NA | ₹1.6 L+₹39,080.49 (31.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L3 | Yashwant Singh L4 | RAJESH KUMAR L6 | Pradeep Kumar Kalanta L2 | Kuldeep Singh L1 | Sushil Chauhan L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 13.61 | Cum. | 350 ₹4,763.5 | 420 ₹5,716.2 | 460 ₹6,260.6 | 501 ₹6,818.61 | 101 ₹1,374.61 Lowest | 450 ₹6,124.5 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | 1.57 | Cum. | 8,800 ₹13,816 | 9,200 ₹14,444 | 9,600 ₹15,072 | 7,700 ₹12,089 | 6,000 ₹9,420 Lowest | 9,500 ₹14,915 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : | |||||||||
| 3.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 1.32 | Cum. | 10,000 ₹13,200 | 10,500 ₹13,860 | 10,500 ₹13,860 | 7,700 ₹10,164 Lowest | 13,000 ₹17,160 | 10,500 ₹13,860 |
| 3.02 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge. | 3.96 | Cum. | 10,500 ₹41,580 | 11,000 ₹43,560 | 12,000 ₹47,520 | 8,789 ₹34,804.44 Lowest | 13,000 ₹51,480 | 12,000 ₹47,520 |
| 4.00 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | 0.88 | Cum. | 10,000 ₹8,800 | 10,200 ₹8,976 | 10,200 ₹8,976 | 8,300 ₹7,304 | 7,000 ₹6,160 Lowest | 10,200 ₹8,976 |
| 5.00 | Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | 462 | Kg. | 90 ₹41,580 | 100 ₹46,200 | 115 ₹53,130 | 93 ₹42,966 | 78 ₹36,036 Lowest | 110 ₹50,820 |
| 6.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | |||||||||
| 6.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 41.24 | Sqm. | 380 ₹15,671.2 | 380 ₹15,671.2 | 380 ₹15,671.2 | 370 ₹15,258.8 | 20 ₹824.8 Lowest | 380 ₹15,671.2 |
| 6.02 | Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge. | 6.84 | Sqm. | 480 ₹3,283.2 | 420 ₹2,872.8 | 420 ₹2,872.8 | 511 ₹3,495.24 | 40 ₹273.6 Lowest | 420 ₹2,872.8 |
Tender Value
₹1.6 L
EMD Value
₹3,250
Closing Date
30 Jun 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Construction of RCC Storage Tank of 10000 Ltrs capacity 1 No at Mlog in GP Nandpur
2025_HPIPH_107754_6
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
90 days
Malog
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹3,250
10 Aug 2026
18 Jun 2025
30 Jun 2025
18 Jun 2025
30 Jun 2025
18 Jun 2025
Amount
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.
Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :
Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.
Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.
Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.
Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge.
Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.
Pradeep Kumar Kalanta (BID ID -529689)
NARESH AUKTA (BID ID -529938)
Yashwant Singh (BID ID -529425)
Sushil Chauhan (BID ID -529433)
RAJESH KUMAR (BID ID -529437)
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