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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹3.9 L+₹7,689.90 (1.99%)Admitted-Finance | ₹3.9 L+₹7,689.90 (1.99%) | L2 | Admitted-Finance |
| 3 | L3₹4.1 L+₹22,299.80 (5.77%)Admitted-Finance | ₹4.1 L+₹22,299.80 (5.77%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Naveen Kumar L1 | SETHI KUMAR L2 | Mukhtyar Mohammad L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and dimentalling concrete work solings, mettalled roads i/c trimming & dressing of sides, handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | 163.49 | Cum | 550 ₹89,919.5 Lowest | 560 ₹91,554.4 | 570 ₹93,189.3 |
| 2.00Laying,jointing and testing with circumferential butt welded joints by electrical arc welding and testing of G.I pipe of following diamaters confirming to I.S:1239:1990.part-2)(latest with upto date amendments having wall thickness as specified below capable of withstanding required test pressure in a random length of 4 to7 mtr.including.manufacturing and fabrication of reducers taper all shorts pieces ,bends etc. as per site requiremts made from parent tube. The laying of pipe shall be duly welded in three layer (Two inner and one outer) wherever required as per the direction of Engineer In Charge.(earth work in trenches to be paid separately) and all operations such as cutting welding and jointing febrication of bends Tees i.e.lowering and laying in excavted trench to ensure required level including flushing cleaning and hydraulic testing complete in all respacts to the entire satisfaction of 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 electrode shall be as per IS-814 of Advani/Overlikon/Overcord/S/S make.The rates also including entire carriage of material,flushing cleaning and hydraulic testing. complete to the best satisfaction and direction of the Engineer In Charge with in all leads and lifts. ( Earthwork to measured and paid separetely). | ||||||
| 2.01 | 80 mm dia (M) | 865 | Rmt | 145 ₹1,25,425 Lowest | 149 ₹1,28,885 | 155 ₹1,34,075 |
| 2.02 | 100 mm dia (M) | 865 | Rmt | 198 ₹1,71,270 Lowest | 201 ₹1,73,865 | 210 ₹1,81,650 |
Tender Value
₹4.0 L
EMD Value
₹8,000
Closing Date
22 Apr 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
PWSS Manoh Machhyalu Bhalyandra in Tehsil Joginder Nagar DisttMandi H.P.SH Laying, jointing, carriage and testing of GI pipe 80 mm dia 865 Rmt 100 mm dia 865 Rmt with butt welding from 5 No Nallah to Baba Nallah tank total length- 1730 Rmt
2026_HPIPH_134184_1
EE-CTR-TA-391-441 dated 09.04.2026-4
Open Tender
Civil Works - Others
Item Rate
90 days
Joginder nagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹8,000
19 Jun 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
22 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and dimentalling concrete work solings, mettalled roads i/c trimming & dressing of sides, handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts. | - | Cum | - | - |
| - | Laying,jointing and testing with circumferential butt welded joints by electrical arc welding and testing of G.I pipe of following diamaters confirming to I.S:1239:1990.part-2)(latest with upto date amendments having wall thickness as specified below capable of withstanding required test pressure in a random length of 4 to7 mtr.including.manufacturing and fabrication of reducers taper all shorts pieces ,bends etc. as per site requiremts made from parent tube. The laying of pipe shall be duly welded in three layer (Two inner and one outer) wherever required as per the direction of Engineer In Charge.(earth work in trenches to be paid separately) and all operations such as cutting welding and jointing febrication of bends Tees i.e.lowering and laying in excavted trench to ensure required level including flushing cleaning and hydraulic testing complete in all respacts to the entire satisfaction of 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 electrode shall be as per IS-814 of Advani/Overlikon/Overcord/S/S make.The rates also including entire carriage of material,flushing cleaning and hydraulic testing. complete to the best satisfaction and direction of the Engineer In Charge with in all leads and lifts. ( Earthwork to measured and paid separetely). | - | - | - | - |
| - | 80 mm dia (M) | - | Rmt | - | - |
| - | 100 mm dia (M) | - | Rmt | - | - |
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