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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.6 L+₹16,994 (3.86%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹4.7 L+₹31,291 (7.11%)Admitted-Finance N A | FARIDABAD | HARYANA | 121004 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Satya Dev L1 | MOHAR SINGH L2 | RAMESH CHAND L3 |
|---|---|---|---|---|---|---|
| 1.00Dismentalling of GI pipe of following nominal diameter complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately). | ||||||
| 1.10 | 200 mm nominal diameter. | 200 | Rmt. | 220 ₹44,000 Lowest | 230 ₹46,000 | 240 ₹48,000 |
| 1.20 | 150 mm nominal diameter. | 380 | Rmt. | 215 ₹81,700 Lowest | 225 ₹85,500 | 235 ₹89,300 |
| 2.00 | Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 269.7 | Cum. | 500 ₹1,34,850 Lowest | 520 ₹1,40,244 | 530 ₹1,42,941 |
| 3.00Relaying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge | ||||||
| 3.10 | 200 mm nominal diameter. | 200 | Rmt. | 365 ₹73,000 Lowest | 375 ₹75,000 | 385 ₹77,000 |
| 3.20 | 150 mm nominal diameter. | 380 | Rmt. | 280 ₹1,06,400 Lowest | 290 ₹1,10,200 | 300 ₹1,14,000 |
Tender Value
₹4.3 L
EMD Value
₹8,624
Closing Date
24 Sept 2026, 11:00 amClosed
EE JSD Rampur
JSD Rampur
Dismantling Relaying Providing circumferential butt welding of GI pipe 200 mm and 150 mm dia at RDs 8900 to 9000 , 10500 to 10600 , 11100 to 11150, 13020 to 13170 14000 to 14090
2026_HPIPH_143424_1
7393-7443 Dated 14.09.2026
Open Tender
Civil Works
Item Rate
Rampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹8,624
5 Oct 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismentalling of GI pipe of following nominal diameter complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately). | |||||
| 1.1 | 200 mm nominal diameter. | 200 | Rmt. | - | - |
| 1.2 | 150 mm nominal diameter. | 380 | Rmt. | - | - |
| 2 | Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 269.7 | Cum. | - | - |
| 3Relaying jointing and testing of GI pipe of following dia at site with circumferential butt welding (In three Layers) at both ends according to relevent BIS stanards/approved specification. The welding fo pipe with butt welding should confirm to IS: 816-1969 (with upto date amendment) to make the joint leak proof and air tight including bends of required degree complete in all respects. The welding electrodes shall be as per IS 814-1991 of advani/Oerlinken/L&T or ISI marked make .The Welding of Socket joint sould be done in two layers on both ends of socket to make the joints air tight upto all leads & lift as per entire satisfiction of Engineer- In -Charge | |||||
| 3.1 | 200 mm nominal diameter. | 200 | Rmt. | - | - |
| 3.2 | 150 mm nominal diameter. | 380 | Rmt. | - | - |
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