Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance | ₹4.8 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹4.9 LRejected-Finance VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | ₹4.9 L | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹5.0 LRejected-Finance | ₹5.0 L | L3 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | Zakir Hussain L1 | NOOR HUSSAIN L3 | Chuni lal L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft / hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting /timbering and dewatering where ever required including restoration of un-metalled / metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects in all leads and lifts. | 248.06 | cum | 355 ₹88,061.30 | 365 ₹90,541.90 | 362 ₹89,797.72 |
| 2.00 | Cleaning of pipes by removing silt, sand, soil and other debris deposited inside the pipes due to flooding while stacked in the departmental store yard including cleaning by water flushing using pump and disposal of removed material complete in all respects as directed by the Engineer-in-Charge. 125 mm dia (MG) WT 4.80 mm thick | 1,470 | Sqm. | 54 ₹79,380 | 60 ₹88,200 | 56 ₹82,320 |
| 3.00 | Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) confirming to BIS: 1239 (Part-I), grade specified below (latest with upto date amendments) having wall thickness 5.40 mm and 4.80 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer - in - Charge. 125 mm dia (MG) WT 4.80 mm thick | 1,470 | Rmt. | 210 ₹3.1 L | 220 ₹3.2 L | 215 ₹3.2 L |
Tender Value
₹5.4 L
EMD Value
₹10,900
Closing Date
14 Apr 2026, 5:00 pmClosed
Executive Engineer
EE JSV Mandi
Laying Jointing and Testing of GI pipe 125mm (MC) from Ghugta Storage Tank to Saulikhad Bridge towards Motipur WTP
2026_HPIPH_133613_1
671-770
Open Tender
Civil Works
90 days
Mandi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹10,900
2 Jun 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
14 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft / hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting /timbering and dewatering where ever required including restoration of un-metalled / metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects in all leads and lifts. | - | cum | - | - | |
Cleaning of pipes by removing silt, sand, soil and other debris deposited inside the pipes due to flooding while stacked in the departmental store yard including cleaning by water flushing using pump and disposal of removed material complete in all respects as directed by the Engineer-in-Charge. 125 mm dia (MG) WT 4.80 mm thick | - | Sqm. | - | - | |
Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) confirming to BIS: 1239 (Part-I), grade specified below (latest with upto date amendments) having wall thickness 5.40 mm and 4.80 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer - in - Charge. 125 mm dia (MG) WT 4.80 mm thick | - | Rmt. | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 0.58 MB
Form6.pdf
Tender Documents • 0.67 MB
Form8.pdf
Tender Documents • 1.13 MB
BOQ_197523.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid