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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171002 | ₹1.1 L Quoted ₹1.5 L | L1 | Accepted-AOC Work awarded |
| 2 | L2₹1.6 L+₹8,963.40 (5.98%)Rejected-AOC VILLAGE P O AMARPUR TEHSIL GHUMARWIN DISTT BILASPUR H P | BILASPUR | HIMACHAL PRADESH | 174001 | ₹1.6 L+₹8,963.40 (5.98%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Manohar Lal L2 | Shyam Lal L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches etc. (for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick Jumper work, saturated soil including bailing or pumping out of water, blasting in soft/hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc, complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge. | 58.17 | Cum | 450 ₹26,176.5 | 430 ₹25,013.1 Lowest |
| 2.00 | Laying jointing and testing in trenches of following dia (to level or grade) of pipes jointed flanged every joint wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with paint 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 nut and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS: 2712-1998. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to the 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 respects and to the entire satisfaction of the Engineer-in-charge including entire carriage of materials upto all leads and lift. Pipes will be measured in straight length only (earth work in trenches, flanged joint (at every joint) will be measured and paid for separately). | - | - | - | - |
| 2.01 | MSERW pipe 200mm dia 3589-2001 (LIS Chilla) | 21 | Rmt | 180 ₹3,780 | 160 ₹3,360 Lowest |
| 3.00 | Dismentalling of old GMS/MSERW pipe from trenches (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | - | - | - | - |
| 3.01 | 200 mm dia MSERW pipe (LIS Chilla) | 12 | Rmt | 180 ₹2,160 | 160 ₹1,920 Lowest |
| 3.02 | GMS pipe 100mm dia (LWSS Kallar Chharol) | 30 | Rmt | 160 ₹4,800 | 140 ₹4,200 Lowest |
| 4.00 | Re-laying, Jointing and testing galvanized GMS/MSERW pipe in trenches of following dia, including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately). | - | - | - | - |
| 4.01 | 200 mm dia MSERW pipe (LIS Chilla) | 12 | Rmt | 180 ₹2,160 | 160 ₹1,920 Lowest |
| 4.02 | GMS pipe 100mm dia (LWSS Kallar Chharol) | 30 | Rmt | 160 ₹4,800 | 140 ₹4,200 Lowest |
| 5.00 | Providing circumferential butt welded joints by electrical arc welding to the varlous dia GI/MSERW pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs 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 Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge | - | - | - | - |
Tender Value
Refer Docs
EMD Value
₹2,670
Closing Date
9 Mar 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
(SH. Repair of existing damaged R/main 200 mm dia of LIS Chilla and R/main 100 mm dia of LWSS KallarChharol with new pipe and GMS butt welding joint)
2026_HPIPH_129808_1
NIT 15524-15623 Dated 26.02.2026
Open Tender
Repair and Maintenance Works
Item Rate
180 days
Namhol
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹2,670
Yes
25 Jun 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
Excavation in foundation and trenches etc. (for pipe and pits) up to all depths and in all kinds of soils such as pick work, pick Jumper work, saturated soil including bailing or pumping out of water, blasting in soft/hard rock, chiseling/wedging out of rock where blasting is prohibited, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering and dewatering wherever required, stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc, complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge.
Laying jointing and testing in trenches of following dia (to level or grade) of pipes jointed flanged every joint wall thickness as specified below, suitable to withstand required hydraulic test pressure in random length 4m-6m with paint 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 nut and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS: 2712-1998. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to the 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 respects and to the entire satisfaction of the Engineer-in-charge including entire carriage of materials upto all leads and lift. Pipes will be measured in straight length only (earth work in trenches, flanged joint (at every joint) will be measured and paid for separately).
MSERW pipe 200mm dia 3589-2001 (LIS Chilla)
Dismentalling of old GMS/MSERW pipe from trenches (Earth work in trenches to be measured and paid for separately) in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
200 mm dia MSERW pipe (LIS Chilla)
GMS pipe 100mm dia (LWSS Kallar Chharol)
Re-laying, Jointing and testing galvanized GMS/MSERW pipe in trenches of following dia, including tube fittings such as bends, tees, reducers, unions etc. complete and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).
200 mm dia MSERW pipe (LIS Chilla)
GMS pipe 100mm dia (LWSS Kallar Chharol)
Providing circumferential butt welded joints by electrical arc welding to the varlous dia GI/MSERW pipe as per conforming to IS: 3183-2007 (latest upto date amendements of grade and wall thickness as specified below welded in requisite number of weld runs 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 Orelon (Adore)-CITOJET/ESAB make, conforming to IS: 814-1991 at site of work complete in all respect, including manual/ mechanical handling of pipe in all leads and lifts and to the entire satisfaction of the Engineer-in-charge
200 mm dia MSERW pipe (LIS Chilla)
GMS pipe 100mm dia (LWSS Kallar Chharol)
Extraction of silt and other material ike boulder etc from sump well in all height width and deptyh etc. incluiding dewater pumping and including soaring etc. complete and to the enitre satisfaction of the Engineer-in-charge.
Providing and fixing foot valve 150mmd ia of Superior quality in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
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