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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹1.1 Cr+₹2.7 L (2.47%)Rejected-Finance | ₹1.1 Cr+₹2.7 L (2.47%) | L2 | Rejected-Finance Reject |
| 3 | L3₹1.2 Cr+₹11.5 L (10.6%)Rejected-Finance | ₹1.2 Cr+₹11.5 L (10.6%) | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | L3 | shiv iron general engineers L2 | BHAW SINGH KAPOOR CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled 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 respects with-in all leads & lifts as per directions of the Engineer Incharge. | 3,404.1 | Per Cum | 300 ₹10,21,230 Lowest | 345 ₹11,74,414.5 | 330 ₹11,23,353 |
| 2.00Providing, laying, jointing ,testing and commissioning at site in trenches bevelled ended MSERW pipe of Grade - A or L 210 confirming to IS /ISO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr . The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest appliccable and with upto date ammendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make /IST marked ( welded rods 3mm to 4 mm ) and all allied accessorieswhatever required for welding at site, tail pieces , tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition. and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendment & shall be engaged with MSERW pipe Grade - A . The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 100 meter length shall be measured & paid for separately. ) including all leads , lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In - charge. | ||||||
| 2.01Sr No RD From To Dia Thickness | ||||||
| 2.02 | 1. 0 to 360 200mm 4.80mm | 360 | Per Rmt | 4,500 ₹16,20,000 | 3,551 ₹12,78,360 | 3,550 ₹12,78,000 Lowest |
| 2.03 | 2 360 to 680 200mm 4.00mm | 320 | Per Rmt | 4,000 ₹12,80,000 | 3,074 ₹9,83,680 Lowest | 3,410 ₹10,91,200 |
| 3.00Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/G.I Pipe after every 100 metre or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge. | ||||||
| 3.01RD From To Dia Thickness | ||||||
| 3.02 | 1. 0 to 540 200mm FT-17 | 6 | Per Pair | 3,600 ₹21,600 | 2,100 ₹12,600 Lowest | 2,300 ₹13,800 |
| 3.03 | 2 540 to 680 200mm FT-5 | 2 | Per Pair | 3,000 ₹6,000 | 1,500 ₹3,000 Lowest | 2,100 ₹4,200 |
| 3.04Submersisble Pumping Machinery. | ||||||
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
8 May 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Nahan
Executive Engineer Jal Shakti Division Nahan
P/L/J and testing of rising main and Providing and installation of submersible pumping machinery with allied accessories and C/o pump house cum attendant Qtr, delivery tank, distribution system and outlets single acting valve 46 Nos
2026_HPIPH_135201_1
NHN-SMR-722- 928-70 dated 27/04/2026
Open Tender
Pumps/Motors
Item Rate
90 days
Nahan
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,000
Executive Engineer Jal Shakti Division Nahan
₹2.0 L
27 Jul 2026
27 Apr 2026
8 May 2026
27 Apr 2026
8 May 2026
1 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drains and channels etc.in earth work for pipes up to all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft / hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming & dressing of sides, leveling of beds to correct grade including shoring/struting, planking, timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/unuseable material as directed with in all leads & lifts including restoration of un-metalled 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 respects with-in all leads & lifts as per directions of the Engineer Incharge. | 3,404.1 | Per Cum | - | - |
| 2Providing, laying, jointing ,testing and commissioning at site in trenches bevelled ended MSERW pipe of Grade - A or L 210 confirming to IS /ISO-3183-2007 or Latest with upto date amendments having minimum wall thickness as specified below& capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr . The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest appliccable and with upto date ammendments (leak proof) in three layers at site of work with welded rods of Advani/ oeriliken make /IST marked ( welded rods 3mm to 4 mm ) and all allied accessorieswhatever required for welding at site, tail pieces , tee bends & other special manufactured from parent pipes as applicable to the particular each and of approved specification as per site condition. and cutting of piped wherever required as per site requirement including carriage in all leads & lifts and as directed by the engineer in charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendment & shall be engaged with MSERW pipe Grade - A . The laying shall confirm to BIS 5822-970 or latest with upto date amendments to the entire satisfaction of Engineer -In- Charge. ( Earth work & cost of MS Flanges after 100 meter length shall be measured & paid for separately. ) including all leads , lifts and carriage of material at site as per direction and to the entire satisfaction of the Engineer- In - charge. | |||||
| 2.01 | Sr No RD From To Dia Thickness | - | - | - | - |
| 2.02 | 1. 0 to 360 200mm 4.80mm | 360 | Per Rmt | - | - |
| 2.03 | 2 360 to 680 200mm 4.00mm | 320 | Per Rmt | - | - |
| 3Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/G.I Pipe after every 100 metre or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge. | |||||
| 3.01 | RD From To Dia Thickness | - | - | - | - |
| 3.02 | 1. 0 to 540 200mm FT-17 | 6 | Per Pair | - | - |
| 3.03 | 2 540 to 680 200mm FT-5 | 2 | Per Pair | - | - |
| 3.04 | Submersisble Pumping Machinery. | - | - | - | - |
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