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Tender Value
₹13.1 L
EMD Value
₹26,248
Closing Date
2 Jul 2026, 11:00 am
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
Jal Shakti Division Baddi
(SH Making arrangement for crossing of Gravity main pipe 100 mm dia through rope wire/suspension cable over Khad for protection against heavy flood during monsoons) Under PDNA.
2026_HPIPH_137281_1
NIT No. 6183-6283 Dt. 23-06-2026
Open Tender
Civil Works
30 days
Baddi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹26,248
23 Jun 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
23 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing,laying, jointing and testing Gl pipe confirming to ISI specification i/c commissioning complete in all respect of following dia in distribution (earth work in trenches shall be measured and paid for separately) including all leads and lifts as per the direction & satisfaction of E-in-charge with butt welding. | |||||
| 1.01 | 100 mm dia (M) | - | Rmt. | - | - |
| 2Cutting of MS pipe complete in all respect with all leads and lifts as per the satisfaction of E-in-charge. | |||||
| 2.01 | GI Pipe 100 mm dia | - | Joint | - | - |
| 3Welding of MS. pipe with circumferential butt welding joint welded sockets at both end with double/ triple layer as per IS 816-1965(according to wall thickness of pipes) The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts. | |||||
| 3.01 | GI Pipe 100 mm dia | - | Joint | - | - |
| 4Providing and fixing double flanged cast steel aluice valve of Kirloskar/KSB/ Leader make and of class-150 for rising main and capable of with standing normal seat pressure as per relevant IS specifications with upto date amendments including rubber, gaskets, nuts and bolts complete in all respect and to thte entire statisfaction of Engineer-in Charge (100 mm dia) | |||||
| 5Providing, welding, and fixing M.S. plate flanges of various dia (nominal bore) of following Flange tables confirming to IS 6392-1971 or latest with up to date amendments after every 100 m pipe or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant I.S. Code Le. IS 816-1969 or latest as applicable with up to date amendments with nuts, bolts and washers and specials etc. confirming to IS-1963 or latest with up to date amendments including packing sheet i.e. asbestos fibre sheet minimum 3 mm thick and painting with anticorrosive paints complete in all respects in all leads, lifts and carriage of material at site and as directed by Engineer-In-Charge. (100 mm dia Table-5) | |||||
| 6 | Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar, moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects. | 1 | Cum | - | - |
| 7Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in. Foundation and Plinth | |||||
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