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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC Due to lowest rate |
| 2 | L2₹3.0 L+₹12,326.55 (4.24%)Rejected-Finance HIMACHAL PRADESH HP | ₹3.0 L+₹12,326.55 (4.24%) | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹3.1 L+₹17,543.40 (6.03%)Rejected-Finance | ₹3.1 L+₹17,543.40 (6.03%) | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | PARVESH KUMAR GOVT CONTRACTOR L1 | AJAY KUMAR L2 | AJAY SINGH RANA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge | 48.45 | Cum | 250 ₹12,112.5 | 255 ₹12,354.75 | 230 ₹11,143.5 Lowest |
| 2.00Laying ,jointing, with circumferential butt joints by electrical arc welding & flanged pipes with 5% flanged joints and remaining 95% with butt welding(Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of approved store issued rate make of following diameter confirming to IS:1239:1990 (Part-II) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (one inner and two outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges i/c nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts | ||||||
| 2.01 | 150 mm dia | 30 | Rmt | 200 ₹6,000 Lowest | 200 ₹6,000 Lowest | 220 ₹6,600 |
| 3.00Dismantalling of existing GI Flanged pipe in trenches of 150 mm dia and stacking properly of dismnatled pi[e at the suitable place as directed by the Engineer in charge ( Earth work to be measured and paid for separately) within all leads and lifts. | ||||||
| 3.01 | 150 mm dia | 50 | Rmt | 105 ₹5,250 | 105 ₹5,250 | 100 ₹5,000 Lowest |
| 4.00Relaying/Rerouting of existing GI Flanged pipe in trenches of 150 mm dia and stacking properly of dismnatled pi[e at the suitable place as directed by the Engineer in charge ( Earth work to be measured and paid for separately) within all leads and lifts. | ||||||
| 4.01 | 150 mm dia | 50 | Rmt | 180 ₹9,000 | 180 ₹9,000 | 160 ₹8,000 Lowest |
| 5.00Providing circumferential butt welded joints by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
| 5.01 | 150 mm dia | 20 | Nos. | 550 ₹11,000 Lowest | 600 ₹12,000 | 600 ₹12,000 |
| 5.02 | 100 mm dia | 20 | Nos. | 400 ₹8,000 Lowest | 420 ₹8,400 | 500 ₹10,000 |
Tender Value
₹2.9 L
EMD Value
₹5,017
Closing Date
20 Jul 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damages of LWSS Manai Pargod under Section Manai Sub Division Manai in Tehsil Harchakian Distt, Kangra, (HP) (Under PDNA).
2026_HPIPH_138537_1
SHP/KNG15-754/EA-I/NIT/2026- 3200-3249 dt 08/07/2026
Open Tender
Civil Works
Item Rate
90 days
Manai
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
Executive Engineer
₹5,017
26 Aug 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
9 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge | 48.45 | Cum | - | - |
| 2Laying ,jointing, with circumferential butt joints by electrical arc welding & flanged pipes with 5% flanged joints and remaining 95% with butt welding(Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of approved store issued rate make of following diameter confirming to IS:1239:1990 (Part-II) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (one inner and two outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges i/c nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts | |||||
| 2.01 | 150 mm dia | 30 | Rmt | - | - |
| 3Dismantalling of existing GI Flanged pipe in trenches of 150 mm dia and stacking properly of dismnatled pi[e at the suitable place as directed by the Engineer in charge ( Earth work to be measured and paid for separately) within all leads and lifts. | |||||
| 3.01 | 150 mm dia | 50 | Rmt | - | - |
| 4Relaying/Rerouting of existing GI Flanged pipe in trenches of 150 mm dia and stacking properly of dismnatled pi[e at the suitable place as directed by the Engineer in charge ( Earth work to be measured and paid for separately) within all leads and lifts. | |||||
| 4.01 | 150 mm dia | 50 | Rmt | - | - |
| 5Providing circumferential butt welded joints by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | |||||
| 5.01 | 150 mm dia | 20 | Nos. | - | - |
| 5.02 | 100 mm dia | 20 | Nos. | - | - |
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