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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹1.4 L+₹41,200 (19.0%)Accepted-AOC V P O KOTLA KALAN TEHSIL DISTT UNA H P | UNA | HIMACHAL PRADESH | 174301 | ₹1.4 L+₹41,200 (19.0%) Quoted ₹2.6 L | 2 | Accepted-AOC Accept |
| 2 | 1₹2.2 LRejected-AOC AT GROUND FLOOR MAIN BAZAAR MEHRE TEHSIL BARSAR DISTT HAMIRPUR H P PIN CODE 174305 | HAMIRPUR | HIMACHAL PRADESH | 174305 | ₹2.2 L | 1 | Rejected-AOC Reject |
| 3 | 3₹2.8 L+₹65,750 (30.3%)Rejected-AOC | ₹2.8 L+₹65,750 (30.3%) | 3 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | RAVI KUMAR L2 | VIKASH RANA L3 | Balwant Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00Laying, jointing and testing in trenches of GMSERW fully Butt welded pipe conforming to IS/ISO:3183-2007, L210 or A of below mentioned grade in item as per dimensions, weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. The welded joints and welding of pipe will be down as per IS:816-1969 with electrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipe should conform to IS:5822-1994 (earth work in trenches and butt welded joints except in bends to be measured and paid for separatly) The pipes and specials shall have out side coating with galvanised as per BIS 4736, the galvanisation is done by the manufacturing frim itself complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. | ||||||
| 1.01 | 200 mm dia WT 4.80 | 150 | Rmt | 450 ₹67,500 | 475 ₹71,250 | 400 ₹60,000 Lowest |
| 2.00Laying, jointing and testing in trenches (to level or grade) of GMS pipes light class jointed with 1% flanged & 99% butt weld joints with of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one inner side) to make the joints leak proof (earth work, providing and welding M.S flanges and butt welded joints to be mearsured and paid separately) and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect. Excavation in trench, providing and welding of M.S. Flanges and butt welded joint shall be measured and paid for seperately . (Only carriage rate taken in analysis of rates whereas laying will be carried through departmental Labour and Pipe will be issued from JJM MAS) | ||||||
| 2.01 | 50 mm dia. (M.C) | 500 | Rmt | 50 ₹25,000 | 60 ₹30,000 | 30 ₹15,000 Lowest |
| 2.02 | 65 mm dia. (M.C) | 200 | Rmt | 50 ₹10,000 | 70 ₹14,000 | 35 ₹7,000 Lowest |
| 2.03 | 80 mm dia. (M.C) | 50 | Rmt | 50 ₹2,500 | 80 ₹4,000 | 40 ₹2,000 Lowest |
| 3.00Providing circumferencial Butt welded joints by electrical arc welding to following dia GMS Pipes welded in requisite number of weld runs including thread cutting so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. | ||||||
| 3.01 | 50 mm dia. | 85 | Joint | 350 ₹29,750 | 400 ₹34,000 | 330 ₹28,050 Lowest |
| 3.02 | 65 mm dia. | 35 | Joint | 450 ₹15,750 | 460 ₹16,100 | 400 ₹14,000 Lowest |
| 3.03 | 80 mm dia. | 10 | Joint | 550 ₹5,500 | 570 ₹5,700 | 500 ₹5,000 Lowest |
Tender Value
₹1.5 L
EMD Value
₹3,040
Closing Date
4 Sept 2025, 5:00 pmClosed
Executive Engineer
JS Division Dharampur Bharari
Deposit work SDF 2020 1300 Restoration of rain damages to LWSS Kandapattan to Mandap in Tehsil Dharampur Distt. Mandi HP
2025_HPIPH_113381_1
5308-5357 dated 29-08-2025
Open Tender
Civil Works
Item Rate
90 days
Dharampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer
₹3,040
11 May 2026
30 Aug 2025
5 Sept 2025
30 Aug 2025
4 Sept 2025
30 Aug 2025
Amount
Laying, jointing and testing in trenches of GMSERW fully Butt welded pipe conforming to IS/ISO:3183-2007, L210 or A of below mentioned grade in item as per dimensions, weight and test pressure mentioned there in code (mill tolerances to be restricted within 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. The welded joints and welding of pipe will be down as per IS:816-1969 with electrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipe should conform to IS:5822-1994 (earth work in trenches and butt welded joints except in bends to be measured and paid for separatly) The pipes and specials shall have out side coating with galvanised as per BIS 4736, the galvanisation is done by the manufacturing frim itself complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
200 mm dia WT 4.80
Laying, jointing and testing in trenches (to level or grade) of GMS pipes light class jointed with 1% flanged & 99% butt weld joints with of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one inner side) to make the joints leak proof (earth work, providing and welding M.S flanges and butt welded joints to be mearsured and paid separately) and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect. Excavation in trench, providing and welding of M.S. Flanges and butt welded joint shall be measured and paid for seperately . (Only carriage rate taken in analysis of rates whereas laying will be carried through departmental Labour and Pipe will be issued from JJM MAS)
50 mm dia. (M.C)
65 mm dia. (M.C)
80 mm dia. (M.C)
Providing circumferencial Butt welded joints by electrical arc welding to following dia GMS Pipes welded in requisite number of weld runs including thread cutting so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
50 mm dia.
65 mm dia.
80 mm dia.
200 mm dia
Providing and fixing double flanged Cast Iron sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846/2000 with up to date amendment as per Class PN-1.6 to withstand in 10.20 kg/cm² seat pressure including welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.
80 mm dia.
RAVI KUMAR (BID ID -549962)
VIKASH RANA (BID ID -550211)
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