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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance R O VILL P O BHOLAR TEH JUBBAL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹3.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹4.6 LRejected-Finance | ₹4.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.0 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹5.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹5.1 LRejected-Finance | ₹5.1 L | L4 | Rejected-Finance L4 |
| 5 | L5₹5.8 LRejected-Finance | ₹5.8 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L2 | Mohit Khimta L3 | Pradeep Kumar Kalanta L4 | Reshav Ghaumta L5 | Kuldeep Chauhan L1 |
|---|---|---|---|---|---|---|---|---|
| 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. | 319.94 | Cum. | 270 ₹86,383.80 | 270 ₹86,383.80 | 440 ₹1.4 L | 370 ₹1.2 L | 140 ₹44,791.60 |
| 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. | 3.32 | Cum. | 7,000 ₹23,240 | 8,500 ₹28,220 | 7,900 ₹26,228 | 12,555 ₹41,682.60 | 6,000 ₹19,920 |
| 3.00Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- | ||||||||
| 3.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 4.46 | Cum. | 8,500 ₹37,910 | 9,000 ₹40,140 | 8,000 ₹35,680 | 12,565 ₹56,039.90 | 9,000 ₹40,140 |
| 3.02 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | 10.88 | Cum. | 8,200 ₹89,216 | 9,000 ₹97,920 | 9,300 ₹1.0 L | 11,555 ₹1.3 L | 9,000 ₹97,920 |
| 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. | 2.54 | Cum. | 8,000 ₹20,320 | 8,500 ₹21,590 | 81 ₹205.74 | 12,380 ₹31,445.20 | 8,000 ₹20,320 |
| 5.00 | Providing and fixing of 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. | 1,430 | Kg. | 90 ₹1.3 L | 90 ₹1.3 L | 85 ₹1.2 L | 80 ₹1.1 L | 74 ₹1.1 L |
| 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 and lifts as per the direction of the Engineer in Charge. | 108.75 | Sqm. | 270 ₹29,362.50 | 390 ₹42,412.50 | 400 ₹43,500 | 350 ₹38,062.50 | 210 ₹22,837.50 |
| 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. | 16.5 | Sqm. | 350 ₹5,775 | 450 ₹7,425 | 390 ₹6,435 | 270 ₹4,455 | 40 ₹660 |
Tender Value
₹6.6 L
EMD Value
₹13,250
Closing Date
16 Sept 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
CO of storage tank of RCC Circular Tank of 50000 Ltrs capacity 1 No LJT of GI Pipes of 32mm dia 1000 Rmt
2025_HPIPH_114088_5
JBL-SML-09-718
Open Tender
Civil Works
90 days
Badhal
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹13,250
23 Dec 2025
6 Sept 2025
16 Sept 2025
6 Sept 2025
16 Sept 2025
6 Sept 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 :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced 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 and lifts as per the direction of the 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 and fixing of 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 and 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.
Edge of slab and breaks in floors and wall under20cm wide within all leads and lifts.
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.
Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
32 mm dia (Light Class)
Providing and fixing of copper alloy gate valves (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
32 mm dia.
NARESH AUKTA (BID ID -556389)
Mohit Khimta (BID ID -555371)
Pradeep Kumar Kalanta (BID ID -556611)
Reshav Ghaumta (BID ID -556724)
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