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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹12.6 LAccepted-Finance VILLAGE P O CHAURA TEHSIL NICHAR DISTRICT KINNAUR H P | ₹12.6 L | 1st | Accepted-Finance lowest |
| 2 | 2nd₹13.2 LRejected-Finance VILLAGE PO PALKWAH TEHSIL HAROLI DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | ₹13.2 L | 2nd | Rejected-Finance not lowest |
| 3 | 3rd₹13.6 LRejected-Finance | ₹13.6 L | 3rd | Rejected-Finance not lowest |
| Sl No | Description | Qty | Unit | SUMIT KUMAR L2 | M/S MOHAN SINGH L3 | SURENDER SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 metres. ( 80% pick and 20% jumper work) | 4.69 | cum | 560 ₹2,626.40 | 570 ₹2,673.30 | 550 ₹2,579.50 |
| 2.00 | Excavation in foundations, trenches etc.in all kinds of soil such as pick work jumper work,jumper blast, chiesling where blasting is probhited,slushy daldal or saturated soil lift upto 1.50 mtrs stacking the excavated soil not more than 3.00 mr clear from the edge of the excavation and then returing the stacked soil in 15 cm layers when required into plinth sides of foundation i./c consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge (100% Pick Work) | 567.94 | cum | 620 ₹3.5 L | 640 ₹3.6 L | 600 ₹3.4 L |
| 3.00 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. In RS Joists, channels, angles, tees. | 90 | kg | 160 ₹14,400 | 165 ₹14,850 | 155 ₹13,950 |
| 4.00 | Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:Foundations, Footings etc. | 0.49 | cum | 36,000 ₹17,640 | 36,500 ₹17,885 | 35,000 ₹17,150 |
| 5.00 | Supplying hoisting and streching to specified profile wire rope for span 16mm dia (weight 1.5kg/mtr) | 135 | kg | 570 ₹76,950 | 590 ₹79,650 | 550 ₹74,250 |
| 6.00 | Supplying hoisting and streching to specified profile wire rope for span 12mm dia (weight 0.650kg/mtr) | 455 | kg | 370 ₹1.7 L | 390 ₹1.8 L | 350 ₹1.6 L |
| 7.00laying, jointing in trenches, high density polyethylene pipes, (conforming to IS: 4984-2016) complete with fittings, (earth work in trenches to be measured & paid for separately). | ||||||
| 7.01 | 63mm OD | 650 | Rmt | 165 ₹1.1 L | 170 ₹1.1 L | 150 ₹97,500 |
| 8.00Dismantalling of old GMS tube (Earth work to be measured and paid for saperately) with in all leads and lift as per directed Engineer-in-Charge. | ||||||
| 8.01 | 40mm | 1,090 | Rmt | 135 ₹1.5 L | 140 ₹1.5 L | 130 ₹1.4 L |
Tender Value
₹8.2 L
EMD Value
₹16,348
Closing Date
26 Dec 2025, 5:00 pmClosed
Executive Engineer
Division Reckong Peo
wire rope arrangement for crossing of pipe line between Rd 150 to 650 and 1200 to 1250,LJ in trenches and testing of HDPE pipe of 63mm dia between Rd 0 to 650 and relaying of GI pipe of 40 mm dia at Rd 500 to 900, 1250 to 2390 c o wire crate R wall t
2025_HPIPH_123804_1
KNR-JSD-Peo-EA-I-Tender
Open Tender
Civil Works
180 days
GPRamni
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹16,348
Yes
19 Jan 2026
18 Dec 2025
27 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
Amount
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres. ( 80% pick and 20% jumper work)
Excavation in foundations, trenches etc.in all kinds of soil such as pick work jumper work,jumper blast, chiesling where blasting is probhited,slushy daldal or saturated soil lift upto 1.50 mtrs stacking the excavated soil not more than 3.00 mr clear from the edge of the excavation and then returing the stacked soil in 15 cm layers when required into plinth sides of foundation i./c consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge (100% Pick Work)
Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. In RS Joists, channels, angles, tees.
Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:Foundations, Footings etc.
Supplying hoisting and streching to specified profile wire rope for span 16mm dia (weight 1.5kg/mtr)
Supplying hoisting and streching to specified profile wire rope for span 12mm dia (weight 0.650kg/mtr)
laying, jointing in trenches, high density polyethylene pipes, (conforming to IS: 4984-2016) complete with fittings, (earth work in trenches to be measured & paid for separately).
Dismantalling of old GMS tube (Earth work to be measured and paid for saperately) with in all leads and lift as per directed Engineer-in-Charge.
Re-laying of old dismental GMS tube (Earth work to be measured and paid for saparately) including all required fittings complete in all respect as per direction of Engineer-in-Dharge.
Wire crates of G.I. Wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately)with in all leads and lifts.
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately) Interlink chain 4 mm thick corresponding to SWG-8. 15cmx15cm mesh.)
SUMIT KUMAR (BID ID -600752)
M/S MOHAN SINGH (BID ID -600848)
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