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Tender Value
₹65.6 L
EMD Value
₹1.2 L
Closing Date
9 Sept 2026, 5:00 pm5d left
EE JSV Division Anni
EE JSV Division Anni
SH Providing Laying Jointing and Testing of G.I. pipe 15 mm dia (LC) 1800 Rmt. 20 mm dia (LC) 6400 Rmt. 25 mm dia (LC) 5050 Rmt. 32 mm dia (LC) 4600 Rmt. 40 mm dia (LC) 2050 Rmt. 50 mm dia (LC) 300 Rmt. and 65 mm dia (LC) 650
2026_HPIPH_142602_1
5336-80
Open Tender
Civil Works
Item Rate
180 days
Showad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹1.2 L
2 Sept 2026
2 Sept 2026
10 Sept 2026
3 Sept 2026
9 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work. | |||||
| 2Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge. | |||||
| 2.01 | 15 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.02 | 20 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.03 | 25 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.04 | 32 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.05 | 40 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.06 | 50 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
| 2.07 | 65 mm dia. (Light class) Screwed & Socketed. | - | Rmt. | - | - |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.30 MB
form6.pdf
Tender Documents • 0.39 MB
terms.pdf
Tender Documents • 0.46 MB
form8.pdf
Tender Documents • 1.33 MB
BOQ_211861.xls
BOQ • 0.34 MB
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