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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | ₹5.6 L Quoted ₹6.2 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹6.4 L+₹16,608.69 (2.68%)Rejected-Finance | ₹6.4 L+₹16,608.69 (2.68%) | 2 | Rejected-Finance L2 |
| 3 | 3₹6.5 L+₹30,901.40 (4.99%)Rejected-Finance VIDYUT BHAWAN HPSEBL SHIMLA 17100 | 17100 | ₹6.5 L+₹30,901.40 (4.99%) | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L2 | MR. BALVIR SINGH L1 | HANS RAJ L3 |
|---|---|---|---|---|---|---|
| 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. | 29.2 | Cum. | 480 ₹14,016 | 455 ₹13,286 Lowest | 480 ₹14,016 |
| 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. | 1.75 | Cum. | 9,300 ₹16,275 | 9,000 ₹15,750 Lowest | 9,300 ₹16,275 |
| 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. | 1.35 | Cum. | 10,999 ₹14,848.65 | 10,500 ₹14,175 Lowest | 11,500 ₹15,525 |
| 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. | 5.35 | Cum. | 10,999 ₹58,844.65 Lowest | 11,000 ₹58,850 | 12,500 ₹66,875 |
| 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. | 0.8 | Cum. | 10,555 ₹8,444 | 10,000 ₹8,000 Lowest | 10,300 ₹8,240 |
| 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. | 480 | Kg. | 108 ₹51,840 | 105 ₹50,400 Lowest | 108 ₹51,840 |
| 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. | 95.16 | Sqm. | 444 ₹42,251.04 | 440 ₹41,870.4 Lowest | 455 ₹43,297.8 |
| 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 and lifts as per the direction of the Engineer in Charge. | 3.2 | Sqm. | 625 ₹2,000 | 610 ₹1,952 Lowest | 650 ₹2,080 |
Tender Value
₹6.1 L
EMD Value
₹12,200
Closing Date
16 Sept 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
Construction of man hole chamber and plum concrete edge wall for protection of trunk sewer line near JSV coloney DC Deposit
2025_HPIPH_114088_11
JBL-SML-09-718
Open Tender
Civil Works
Item Rate
180 days
Hatkoti
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹12,200
8 Jul 2026
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 :1.5 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 and 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 precast RCC (SFRC) Manhole frame and cover conforming to IS-12592 part I & II on the tope ring beam of M.H. chamber during concreting of chamber having following duties of cover & frame. Heavy Duty.
Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.
Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.
Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.
Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge.
NARESH AUKTA (BID ID -555452)
HANS RAJ (BID ID -555445)
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