Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.7 LAccepted-AOC | ₹41.7 L Quoted ₹41.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹42.2 LRejected-Finance NEAR AVN HOSTEL NAHAN TEHSIL NAHAN DISTT SIRMOUR HP | NAHAN | SIRMOUR | HIMACHAL PRADESH | ₹42.2 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹42.3 LRejected-Finance VILL KISHANPURA P O JAMNIWALA TEHSIL PAONTA SAHIB DISTRICT SIRMOUR HP | PAONTA SAHIB | SIRMOUR | HIMACHAL PRADESH | ₹42.3 L | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical RAJINDER KUMAR | CENTRAL DELHI | DELHI | 110054 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Himalaya Enterprises L1 | Dharmender Singh L3 | Anand Bhushan L2 |
|---|---|---|---|---|---|---|
| 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. | 243 | P/Cum | 360 ₹87,480 | 355 ₹86,265 | 365 ₹88,695 |
| 2.00Providing,Laying, jointing, testing & commissioning at site in trenches bevelled ended MSERW pipes of various grade conforming to code IS/ISO-3183-2007 or its equivalent grade as per API specification having wall thickness and per Rmt weight as mentioned below and capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with upto date ammendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site , tail pieces, tees,bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes whereever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside conforming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with IS/ISO 3183-2007,grade "L-210 ".The laying shall conform to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work shall be measured & paid for separately). | ||||||
| 2.01 | RD Length in mtr Pipe dia in mm Wall thich in mm Flange Table 0 to 900 900 200 4.80 17 | 900 | P/Rmt | 4,494 ₹40.4 L | 4,550 ₹41.0 L | 4,540 ₹40.9 L |
| 3.00Providing and welding MS flanges as per table below confirming to IS:6392-1971(up to date ammendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheets not less than 3mm thick as per IS:2712-1965.The welding of flanges to be done in three layers ( two out side +one inside) to make the joints leak proof and complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. | ||||||
| 3.01 | 200mm dia FT-17 | 10 | P/Pair | 4,454 ₹44,540 | 4,590 ₹45,900 | 4,600 ₹46,000 |
Tender Value
₹38.2 L
EMD Value
₹76,480
Closing Date
6 Apr 2026, 10:00 amClosed
Executive Engineer
Jal Shakti Division Paonta Sahib
Providing laying, jointing testing and commissioning of MSERW pipe in Rising Main at Rajban Jatt basti RD 0 to 900 mtr.).
2026_HPIPH_132761_2
PNT-SMR02-720 No.25709-25808 dated 27.03.2026
Open Tender
Civil Works
180 days
Rajban
Please refer to tender documents
6 documents required · 6 mandatory
₹2,000
EE JSV Paonta Sahib
₹76,480
18 May 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation 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. | ||||||
| 2Providing,Laying, jointing, testing & commissioning at site in trenches bevelled ended MSERW pipes of various grade conforming to code IS/ISO-3183-2007 or its equivalent grade as per API specification having wall thickness and per Rmt weight as mentioned below and capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with upto date ammendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site , tail pieces, tees,bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes whereever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside conforming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with IS/ISO 3183-2007,grade "L-210 ".The laying shall conform to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work shall be measured & paid for separately). | ||||||
| 2.01 | RD Length in mtr Pipe dia in mm Wall thich in mm Flange Table 0 to 900 900 200 4.80 17 | - | P/Rmt | - | - | BI01010001010000000000000515BI0100001115 |
| 3Providing and welding MS flanges as per table below confirming to IS:6392-1971(up to date ammendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheets not less than 3mm thick as per IS:2712-1965.The welding of flanges to be done in three layers ( two out side +one inside) to make the joints leak proof and complete in all respects with in all leads & lifts as per directions of Engineer - in - charge. | ||||||
| 3.01 | 200mm dia FT-17 | - | P/Pair | - | - | BI01010001010000000000000515BI0100001118 |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.12 MB
Form_6.pdf
Tender Documents • 0.30 MB
Termsandconditions.pdf
Tender Documents • 0.01 MB
BOQ_196308.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid