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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | ₹8.2 L | L1 | Accepted-Finance Due to lowest rate |
| 2 | L2₹9.1 LRejected-Finance VPO BARI TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | ₹9.1 L | L2 | Rejected-Finance Due to highest rate |
| 3 | L3₹10.0 LRejected-Finance | ₹10.0 L | L3 | Rejected-Finance Due to highest rate |
| Sl No | Description | Qty | Unit | Aman Deep L2 | KULDEEP DOGRA L1 | NITIN CHOUDHARY L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in( pipes and pits) 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 not more than 3 mtrs away from the edge of excavation and then returning the 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 .( Pick & Jumper work ) | 459.38 | Cum | 380 ₹1.7 L | 350 ₹1.6 L | 430 ₹2.0 L |
| 2.00Laying jointing and testing of bevlled ended G.I. pipe various dia table-5 with circumfernital butt welded joints every two joints (94%) 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 of every third pipe (6%) duly welded including nuts. complete within all leads and lifts. | ||||||
| 2.01 | 150mm (Table -5) | 1,450 | Rmts. | 390 ₹5.7 L | 350 ₹5.1 L | 425 ₹6.2 L |
| 2.02 | 150mm (Table -17) | 300 | Rmts. | 410 ₹1.2 L | 350 ₹1.1 L | 425 ₹1.3 L |
| 3.00Providing and fixing MS flanged for the joint of GI PIpe table -5 as per IS Code 6392-1971 welding in one layer with nut andf bolts rubber gasket, 3 mm thick and compressed as best as fiber gaskets confirming to BIS 2712 including carriage etc complete within all leads and lifts. | ||||||
| 3.01 | 150 mm dia. (Table -5) | 15 | Pair | 2,750 ₹41,250 | 2,550 ₹38,250 | 3,200 ₹48,000 |
| 3.02 | 150 mm dia. (Table -17) | 3 | Pair | 3,250 ₹9,750 | 3,050 ₹9,150 | 3,350 ₹10,050 |
Tender Value
₹5.8 L
EMD Value
₹11,549
Closing Date
3 Mar 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Shahpur
Aug. of LWSS Manai Pargod in Tehsil Harchakian, Distt, Kangra, (HP)
2026_HPIPH_129295_1
EE/JSDS/NIT/2025-10251-10300 dated- 23/02/2026
Open Tender
Civil Works
60 days
Manai
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer
₹11,549
9 Apr 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
23 Feb 2026 - 3 Mar 2026
Excavation in foundation trenches etc. in( pipes and pits) 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 not more than 3 mtrs away from the edge of excavation and then returning the 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 .( Pick & Jumper work )
Laying jointing and testing of bevlled ended G.I. pipe various dia table-5 with circumfernital butt welded joints every two joints (94%) 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 of every third pipe (6%) duly welded including nuts. complete within all leads and lifts.
150mm (Table -5)
150mm (Table -17)
Providing and fixing MS flanged for the joint of GI PIpe table -5 as per IS Code 6392-1971 welding in one layer with nut andf bolts rubber gasket, 3 mm thick and compressed as best as fiber gaskets confirming to BIS 2712 including carriage etc complete within all leads and lifts.
150 mm dia. (Table -5)
150 mm dia. (Table -17)
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