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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.0 CrAccepted-AOC VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹1.0 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹1.1 Cr+₹10.3 L (10.3%)Rejected-Finance | ₹1.1 Cr+₹10.3 L (10.3%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹1.1 Cr+₹10.5 L (10.5%)Rejected-Finance | ₹1.1 Cr+₹10.5 L (10.5%) | L-3 | Rejected-Finance Lowest-3 |
| 4 | L-4₹1.1 Cr+₹11.4 L (11.3%)Rejected-Finance VPO TEHSIL JAWALI DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹1.1 Cr+₹11.4 L (11.3%) | L-4 | Rejected-Finance Lowest-4 |
| 5 | L-5₹1.2 Cr+₹20.0 L (19.9%)Rejected-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.2 Cr+₹20.0 L (19.9%) | L-5 | Rejected-Finance Lowest-5 |
| Sl No | Description | Qty | Unit | Mohit Kaushal L4 | M/S Apurva Construction L3 | Parmod Kumar Thakur L5 | BAL CHAND WALIA L2 | KUSHAL SINGH RAGHAV L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work,saturated soil including bailing and pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/ strutting, planking, timbering & dewatering wherever required, stacking the useable of unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus Excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. | 5,344.82 | Cum | 270 ₹14,43,101.4 | 225 ₹12,02,584.5 Lowest | 335 ₹17,90,514.7 | 360 ₹19,24,135.2 | 295 ₹15,76,721.9 |
| 2.00Providing, laying, jointing and testing of Galvanized Mild Steel (GMS) tubes (screwed and socketed), conforming to IS:1239 (Part-1):2004 and latest upto date ammendments, Light Grade, of the following diameter in trenches, including providing and fixing all necessary tube fittings such as bends, tees, air valves, unions, collars and loading-unloading etc., complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. Earthwork in trenches shall be measured and paid for separately. | ||||||||
| 2.01 | 15 mm dia (LG) | 10,901 | Rmt | 144 ₹15,69,744 | 147 ₹16,02,447 | 165 ₹17,98,665 | 141 ₹15,37,041 | 125 ₹13,62,625 Lowest |
| 2.02 | 20 mm dia (LG) | 11,661 | Rmt | 190 ₹22,15,590 | 194 ₹22,62,234 | 215 ₹25,07,115 | 185 ₹21,57,285 | 165 ₹19,24,065 Lowest |
| 2.03 | 25 mm dia (LG) | 13,129 | Rmt | 261 ₹34,26,669 | 266 ₹34,92,314 | 290 ₹38,07,410 | 250 ₹32,82,250 | 225 ₹29,54,025 Lowest |
| 3.00Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) testing and carriage of GI pipe (MC) (Plain ended) of following dia meters conforming to IS 1239-1990 (Part-II) (latest with upto date ammendments), having wall thickness as specified below and capable of withstanding required test pressure in a random length, including manufacturing specials, reducers/ tapers, all short pieces, bends, equal and unequal Tee's etc. as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layers (Two inner and one 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 operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering & laying in excavated trenches to ensure required level i/c 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 welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all specials (if damaged during laying jointing operation of pipe) made form the parent tube, shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material including loading-unloading, flushing, cleaning & hydraulic testing , complete in all respect with in all leads and lifts to the best satisfaction & direction of Engineer-in-Charge . | ||||||||
| 3.01 | 80 mm dia (MC) | 1,471 | Rmt | 960 ₹14,12,160 | 930 ₹13,68,030 | 835 ₹12,28,285 | 890 ₹13,09,190 | 815 ₹11,98,865 Lowest |
| 3.02 | 150 mm dia (MC) | 544 | Rmt | 2,000 ₹10,88,000 | 2,104 ₹11,44,576 | 1,625 ₹8,84,000 | 1,540 ₹8,37,760 Lowest | 1,845 ₹10,03,680 |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
27 Jan 2026, 10:00 amClosed
Executive Engineer
JSD Baggi
Providing, laying, jointing, testing and carriage of Gl pipes medium grade and light grade of various diameters at different locations under the jurisdiction of Jal Shakti Division Baggi for restoration of various water supply schemes Under PDNA-NDRF
2026_HPIPH_125672_1
26574-624 Dated 13-01-2026
Open Tender
Civil Works
Item Rate
180 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹2.0 L
22 Apr 2026
15 Jan 2026
27 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
16 Jan 2026 - 27 Jan 2026
Excavation in foundation, trenches (for pipes & pits) up to all depths in all classification of earth work such as pick work, jumper work,saturated soil including bailing and pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is prohibited in all lifts including trimming & dressing of sides, levelling of beds to correct grade i/c shoring/ strutting, planking, timbering & dewatering wherever required, stacking the useable of unuseable material/ soil separately & after excavated soil clear from the edge of excavation returning the excavated soil after laying jointing testing of pipes in trenches in 15 Cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus Excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of diversion for traffic,night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge.
Providing, laying, jointing and testing of Galvanized Mild Steel (GMS) tubes (screwed and socketed), conforming to IS:1239 (Part-1):2004 and latest upto date ammendments, Light Grade, of the following diameter in trenches, including providing and fixing all necessary tube fittings such as bends, tees, air valves, unions, collars and loading-unloading etc., complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. Earthwork in trenches shall be measured and paid for separately.
15 mm dia (LG)
20 mm dia (LG)
25 mm dia (LG)
Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) testing and carriage of GI pipe (MC) (Plain ended) of following dia meters conforming to IS 1239-1990 (Part-II) (latest with upto date ammendments), having wall thickness as specified below and capable of withstanding required test pressure in a random length, including manufacturing specials, reducers/ tapers, all short pieces, bends, equal and unequal Tee's etc. as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layers (Two inner and one 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 operations such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering & laying in excavated trenches to ensure required level i/c 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 welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all specials (if damaged during laying jointing operation of pipe) made form the parent tube, shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material including loading-unloading, flushing, cleaning & hydraulic testing , complete in all respect with in all leads and lifts to the best satisfaction & direction of Engineer-in-Charge .
80 mm dia (MC)
150 mm dia (MC)
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