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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance | ₹2.6 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹2.9 L+₹28,291.40 (11.0%)Rejected-Finance | ₹2.9 L+₹28,291.40 (11.0%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹3.0 L+₹42,793.80 (16.6%)Rejected-Finance | ₹3.0 L+₹42,793.80 (16.6%) | L3 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | Munish Dwivedi L3 | Vikram Guleria L1 | BILBIR SINGH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. | 272.62 | Cum | 395 ₹1,07,684.9 | 380 ₹1,03,595.6 Lowest | 400 ₹1,09,048 |
| 2.00 | Dismantling of GMS pipes in trenches including carefully taking out the galvanised mild steel tubes (light grade) of any diameter, stacking serviceable material and disposal of unserviceable material within all leads and lifts, as directed by the Engineer-in-Charge (Earth work in excavation to be measured and paid for separately).GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 450 | Rmt. | 45 ₹20,250 | 26 ₹11,700 Lowest | 32 ₹14,400 |
| 2.01 | GMS Pipe 65 mm $ (L) | 210 | Rmt. | 48 ₹10,080 | 30 ₹6,300 Lowest | 40 ₹8,400 |
| 3.00 | Re-laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm 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, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation 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. .GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 450 | Rmt. | 115 ₹51,750 | 99 ₹44,550 Lowest | 110 ₹49,500 |
| 3.01 | GMS Pipe 65 mm $ (L) | 210 | Rmt. | 115 ₹24,150 | 96 ₹20,160 Lowest | 110 ₹23,100 |
| 4.00 | Laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm 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, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation 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. GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 15 | Rmt. | 115 ₹1,725 | 98 ₹1,470 Lowest | 110 ₹1,650 |
| 4.01 | GMS Pipe 65 mm $ (L) | 12 | Rmt. | 115 ₹1,380 | 96 ₹1,152 Lowest | 110 ₹1,320 |
| 5.00 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. in all leads and lifts. | 32.67 | Cum | 2,550 ₹83,308.5 | 2,100 ₹68,607 Lowest | 2,400 ₹78,408 |
Tender Value
₹3.0 L
EMD Value
₹6,050
Closing Date
14 Jul 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Dismentalling Relaying Laying Jointing and Testing of GMS tubes 80mm dia and 65mm dia by butt welding from Hospital Tank towards Bari and C/O RR Pedestral with Mud cusion over pipe
2026_HPIPH_138104_1
8858-8957
Open Tender
Civil Works
Item Rate
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹6,050
21 Jul 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-Charge. | 272.62 | Cum | - | - |
| 2 | Dismantling of GMS pipes in trenches including carefully taking out the galvanised mild steel tubes (light grade) of any diameter, stacking serviceable material and disposal of unserviceable material within all leads and lifts, as directed by the Engineer-in-Charge (Earth work in excavation to be measured and paid for separately).GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 450 | Rmt. | - | - |
| 2.01 | GMS Pipe 65 mm $ (L) | 210 | Rmt. | - | - |
| 3 | Re-laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm 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, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation 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. .GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 450 | Rmt. | - | - |
| 3.01 | GMS Pipe 65 mm $ (L) | 210 | Rmt. | - | - |
| 4 | Laying, jointing and testing of GMS pipe (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) of following dia meters confirming to BIS: 1239 (Part-1), grade specified below (latest with upto date amendments) having wall 5.40 mm 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, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation 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. GMS Pipe 80 mm $ (L) WT 3.20 mm thick | 15 | Rmt. | - | - |
| 4.01 | GMS Pipe 65 mm $ (L) | 12 | Rmt. | - | - |
| 5 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. in all leads and lifts. | 32.67 | Cum | - | - |
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