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Tender Value
₹1.6 L
EMD Value
₹3,299
Closing Date
12 Jun 2026, 10:30 am6d left
EE Jal Shakti Division Thural
EE Jal Shakti Division Thural
Making connections of various distribution pipe lines with newly constructed over head tank at Daroh Kaswa
2026_HPIPH_135532_1
EE/JSVD/THL/2026-27-2246-88 Dt. 03.06.2026
Open Tender
Miscellaneous Services
90 days
EE Jal Shakti Division Thural
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹3,299
3 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and than returing the stacked soil in 15cm layers when required into plinth sides of foundation etc consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth directed within all leads & lifts in Pick work 20m and Jumper work in all leads and lifts as per the direction of Engineer in Charge. | 36.45 | cum | - | - |
| 2Laying in trenches G.M.S tubes fitting complete (cost of earth work paid separately) of following dia and class complete as per the direction of Engineer-in-Charge with in all leads and lifts. | |||||
| 2.1 | 50 mm dia (L/C) | 180 | Rmt | - | - |
| 2.2 | 32 mm dia (L/C) | 30 | Rmt | - | - |
| 3Laying, Jointing with circumfrential butt welded joints by electrical arc welding (welding thicknes shall be equal to pipe wall thickness) steel flanged pipes after every 30 mtr of pipe of following diameter confirming ot IS 1239-1990 (Part-II) having wall thickness as specified below capable of with standing required test pressure, including manufacturing and febrication of reducers/ tapers, all short piece etc as per site requirement made from parent tubes. The laying pipe shall also include flanged joints duly welded in three layers (Two inner & one outer) where ever required as per direction of the Engineer in Charge (Earth work in trenches and the cost of providing flanges i/c nut and bolts, gasket will be measured and paid for separately) and all operation such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer in Charge. the welding electrodes shall be as per IS 814 of Advani Oerlikon/L& T or ISI marked make. The damaged portion of the pipes and all the specials (if damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anti-corrosive treatment by applying two coats of anti-corrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints with in all leads and lifts as per the direction of Engineer in Charge. | |||||
| 3.1 | 100MM dia Table-5 | 6 | Rmt | - | - |
| 3.2 | 80MM dia Table-5 | 10 | Rmt | - | - |
| 4providing and fixing MS flange confirming IS 6392-1971 with up to date ammendment welding both side of flanges according to relevent standard with nuts and bolts with rubber sheet washer confirming to IS 1367-1961 to the carriage of material with in all leads and lifts as per direction and to the entire satisfaction of Engineer in charge . | |||||
| 4.1 | 100 mm diaTable-5 | 1 | Pair | - | - |
| 4.2 | 50 mm dia Table-5 | 1 | Pair | - | - |
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