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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-Finance | ₹28.3 L | L1 | Accepted-Finance Eligible |
| 2 | L2₹29.4 L+₹1.1 L (3.85%)Rejected-Finance | ₹29.4 L+₹1.1 L (3.85%) | L2 | Rejected-Finance In Eligible |
| 3 | L3₹31.2 L+₹2.8 L (10.0%)Rejected-Finance | ₹31.2 L+₹2.8 L (10.0%) | L3 | Rejected-Finance In Eligible |
| 4 | L4₹32.0 L+₹3.6 L (12.8%)Rejected-Finance | ₹32.0 L+₹3.6 L (12.8%) | L4 | Rejected-Finance In Eligible |
| Sl No | Description | Qty | Unit | DINA NATH L1 | REETA SEN L4 | PARAS RAM L2 | Chitar Singh 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/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts. | 630 | Cum | 100 ₹63,000 Lowest | 350 ₹2,20,500 | 300 ₹1,89,000 | 350 ₹2,20,500 |
| 2.00 | Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge. | 1,125 | Sqm | 325 ₹3,65,625 | 305 ₹3,43,125 Lowest | 375 ₹4,21,875 | 345 ₹3,88,125 |
| 3.00 | Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts. | 281.25 | Cum | 1,595 ₹4,48,593.75 Lowest | 1,790 ₹5,03,437.5 | 1,975 ₹5,55,468.75 | 2,500 ₹7,03,125 |
| 4.00 | Dismantaling of existing MSERW pipe of following diameter confirming to ISO: 3183:2007 of following steel grade L-290 and stacking properally at site of work comlete all in respect and to the entire satisfaction of Engineer in charge.
250 mm dia MSERW pipe 7.10 mm thick | 400 | Rmt | 150 ₹60,000 Lowest | 170 ₹68,000 | 150 ₹60,000 Lowest | 350 ₹1,40,000 |
| 5.00 | Relaying, jointing (by way of circumferntial butt welding joints by electric arc welding ) and testing of Mild Steel Electric Resistance Weld tubes ( MSERW) of following diameter confirming to ISO:3589:2009 Steel grade X-42 ( latest with up to date ammendments) having minimum wall thickness as per IS code with bevelled/ plain ends in a random lengtth of 4 to 7 meters , including manufacturing reducers/ tapers, all short pices bends etc and class of pipes specified below, provided and jointe as per site requirement made from parent tubes. including lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respect to the satisfaction of engineer in charge . the fabricated bends shall have three or four cuts having its radius not less then five times the dia of pipe . the damaged portion of the pipes and specials made from the parant tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bitumenous paint over a primming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
250 mm dia MSERW pipe 7.10 mm thickness | 400 | Rmt | 300 ₹1,20,000 | 465 ₹1,86,000 | 225 ₹90,000 Lowest | 350 ₹1,40,000 |
| 6.00 | Providing , laying, jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to ISO 3183-2007, steel grade -A (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).
250 mm dia MSERW pipe 7.10 thickness | 250 | Rmt | 7,100 ₹17,75,000 | 7,500 ₹18,75,000 | 6,500 ₹16,25,000 | 6,100 ₹15,25,000 Lowest |
Tender Value
₹39.4 L
EMD Value
₹79,000
Closing Date
9 Mar 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Kullu
(SH Providing, laying, jointing, re-aligning and strengthening of gravity main from Darka to Bhadai) Under PDNA
2026_HPIPH_129799_1
12870-12919 Bhadai
Open Tender
Civil Works
Item Rate
60 days
Bhadai
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
Executive Engineer
₹79,000
10 Jun 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.
Wire crates made of G.I wire filled with boulders with square cut faces againest the wire ( boulder filling to be measured and paid for sparetaly ) G.I wire 5mm thick corresponding to SWG 6 15 cm X 15 cm mesh complete in all respects with in all leads & lifts as per directions of Engineer - in -Charge.
Wire crate made of GI wire filled with boulders with square cut faces against the wire. The weight of boulders should not less than 18 Kg and to the entire satisfaction of the Engineer-in-Charge (wire crate to be measured and paid for separately ) within all leads and lifts.
Dismantaling of existing MSERW pipe of following diameter confirming to ISO: 3183:2007 of following steel grade L-290 and stacking properally at site of work comlete all in respect and to the entire satisfaction of Engineer in charge. 250 mm dia MSERW pipe 7.10 mm thick
Relaying, jointing (by way of circumferntial butt welding joints by electric arc welding ) and testing of Mild Steel Electric Resistance Weld tubes ( MSERW) of following diameter confirming to ISO:3589:2009 Steel grade X-42 ( latest with up to date ammendments) having minimum wall thickness as per IS code with bevelled/ plain ends in a random lengtth of 4 to 7 meters , including manufacturing reducers/ tapers, all short pices bends etc and class of pipes specified below, provided and jointe as per site requirement made from parent tubes. including lowering and laying in excavated trenches to ensure required level including flushing , cleaning and hydraulic testing complete in all respect to the satisfaction of engineer in charge . the fabricated bends shall have three or four cuts having its radius not less then five times the dia of pipe . the damaged portion of the pipes and specials made from the parant tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bitumenous paint over a primming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). 250 mm dia MSERW pipe 7.10 mm thickness
Providing , laying, jointing ( by way of circumfrential butt welded joints by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to ISO 3183-2007, steel grade -A (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). 250 mm dia MSERW pipe 7.10 thickness
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