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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹1.8 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹1.9 LRejected-Finance | ₹1.9 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹2.0 LRejected-Finance | ₹2.0 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | JEEVAN KUMAR L3 | Ashwani L2 | SUNIL KUMAR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches ( pipes and pits upto all dwpths) etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts . | 42 | Cum | 350 ₹14,700 | 330 ₹13,860 | 320 ₹13,440 |
| 2.00 | Laying jointing and testing of bevlled ended G.I. pipe of various dia with circumfernital butt welded joints (100%) by electrical are welding thincless shall be equal to pipe wall thinckes)and testing of G.I. pipe of following dia cinfirming to ISI 1239-1990 (part-III) having wall thinckess as specfic below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe shall also providing MS flanged of required table including welding of flanges joints welded ( including nuts. separately). the welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. 100mm dia. | 221 | Rmts. | 220 ₹48,620 | 200 ₹44,200 | 180 ₹39,780 |
| 3.00Rectifying and Welding of leakage joints of various dia pipe at various sites at i/c carriage of welding set or generator as per site requiremkent within all leads and lifts. | ||||||
| 3.01 | 65 mm dia | 65 | Nos. | 290 ₹18,850 | 280 ₹18,200 | 260 ₹16,900 |
| 3.02 | 80 mm dia | 70 | Nos. | 380 ₹26,600 | 360 ₹25,200 | 340 ₹23,800 |
| 3.03 | 100 mm dia | 85 | Nos. | 500 ₹42,500 | 480 ₹40,800 | 470 ₹39,950 |
| 3.04 | 125 mm dia | 75 | Nos. | 650 ₹48,750 | 620 ₹46,500 | 610 ₹45,750 |
Tender Value
₹1.3 L
EMD Value
₹2,640
Closing Date
27 Jan 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Restoration of rain damaged to LWSS Dadhamb Dhanotu in Tehsil Shahpur
2026_HPIPH_125852_1
EE/JSDS/NIT/2025- 8840-89 dated- 15/01/2026
Open Tender
Civil Works
60 days
Shahpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹2,640
5 Mar 2026
15 Jan 2026
27 Jan 2026
15 Jan 2026
27 Jan 2026
15 Jan 2026
15 Jan 2026 - 27 Jan 2026
Excavation in foundation trenches ( pipes and pits upto all dwpths) etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts .
Laying jointing and testing of bevlled ended G.I. pipe of various dia with circumfernital butt welded joints (100%) by electrical are welding thincless shall be equal to pipe wall thinckes)and testing of G.I. pipe of following dia cinfirming to ISI 1239-1990 (part-III) having wall thinckess as specfic below capable of with standing required test pressure including manufacturing and fabrication of reducers/tapers all short pieces etc. as per site requirement made from parent tubes the laying of pipe shall also providing MS flanged of required table including welding of flanges joints welded ( including nuts. separately). the welding electrodes shall be as per IS: 814 of Advani oerlikon/L&T of ISI marked make the damaged portion of pipes (if damages during laying and joints operation of pipe). The rates also including entire carriage of material flushing cleaning and hydraulic testing of pipes D.P. test of butt welded joints complete in all respect and to the best satisfaction and direction of Engineer-in-Charge complete within all leads and lifts. 100mm dia.
Rectifying and Welding of leakage joints of various dia pipe at various sites at i/c carriage of welding set or generator as per site requiremkent within all leads and lifts.
65 mm dia
80 mm dia
100 mm dia
125 mm dia
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