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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-Finance | ₹6.1 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹6.2 LRejected-Finance | ₹6.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.7 LRejected-Finance VILLAGE DOCHI P O DEVGARH TEHSIL KOTKHAI DISTT SHIMLA H P | KOTKHAI | SHIMLA | HIMACHAL PRADESH | ₹6.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | PARKASH SHARMA GOVT. CONTRACTOR L2 | rakesh sharma govt. contractor L3 | RAJEEV THANAL CONTRACTOR 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. | 654.8 | Cum. | 610 ₹4.0 L | 650 ₹4.3 L | 604 ₹4.0 L |
| 2.00Laying , 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) | ||||||
| 2.01 | 15 mm dia. | 150 | Rmt. | 25 ₹3,750 | 30 ₹4,500 | 23 ₹3,450 |
| 2.02 | 22 mm dia. | 2,840 | Rmt. | 28 ₹79,520 | 30 ₹85,200 | 25 ₹71,000 |
| 2.03 | 25 mm dia. | 1,140 | Rmt. | 36 ₹41,040 | 40 ₹45,600 | 33 ₹37,620 |
| 3.00 | 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. | 1.08 | Cum. | 10,200 ₹11,016 | 10,300 ₹11,124 | 10,162 ₹10,974.96 |
| 4.00Providing 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 : | ||||||
| 4.01 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 1.08 | Cum. | 11,750 ₹12,690 | 11,900 ₹12,852 | 11,734 ₹12,672.72 |
| 4.02 | 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. | 2.08 | Cum. | 11,650 ₹24,232 | 11,700 ₹24,336 | 11,624 ₹24,177.92 |
| 5.00 | Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | 0.28 | Cum. | 9,350 ₹2,618 | 9,400 ₹2,632 | 9,127 ₹2,555.56 |
Tender Value
₹6.0 L
EMD Value
₹12,050
Closing Date
16 Oct 2025, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR of LWSS Rukhla Keeth in GP Rawlakiar Tehsil Kotkhai Distt Shimla HP SH Laying jointing and testing of GI pipes of various diameter for restoration of various LWSS/GWSS under JSV Sub Division Gumma and Construction of 2 No filter intake for GWSS Ma
2025_HPIPH_117099_9
JBL-SML-09-718
Open Tender
Civil Works
90 days
Gumma
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹12,050
27 Dec 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
16 Oct 2025
7 Oct 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.
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)
15 mm dia.
22 mm dia.
25 mm dia.
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 (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.
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 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 and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.
Broken stone 50mm to 75mm
Bajri 20mm to 25mm
Bajri 6mm to 20mm
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.
PARKASH SHARMA GOVT. CONTRACTOR (BID ID -570688)
rakesh sharma govt. contractor (BID ID -570751)
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