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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical VPO BASARAL TEHSIL NADAUN DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | Accepted-Technical Accepted |
| 3 | Accepted-Technical VPO KANGOO TEHSIL NADAUN DISTT HAMIRPUR | Accepted-Technical Accepted |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
24 Apr 2026, 11:00 amClosed
Executive Engineer
JSV Division Nadaun
Providing 7 No New fire hydrants to NAC Nadaun Town under LWSS Nadaun Town in Tehsil Nadaun Distt Hamirpur HP.
2026_HPIPH_134611_1
JS-NDN-CB-Misc.Agr/2026-27/-
Open Tender
Civil Works
Item Rate
270 days
Nadaun area
Providing Laying jointing testing of GMS tube 100mm dia PE (MC), Providing fixing fire hydrants with 65mm dia Outlets , P/F Sluice Valves and C/O sluice valves Chamber at various locations.)
8 documents required · 8 mandatory
₹5,000
EE Nadaun
₹1.9 L
24 Apr 2026
18 Apr 2026
24 Apr 2026
18 Apr 2026
24 Apr 2026
18 Apr 2026
18 Apr 2026 - 24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation trenches etc. in all kinds of soil such as pick work, jumper work, blasting hard or soft rock, by chiselling where the blasting work is and saturated soil including pumping or bailing out water within all heights; stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required in plinth, sides of foundations, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-charge within all leads and lifts complete in all respects. | |||||
| 2Providing, laying, jointing and testing of GMS tube 100 mm PE (Medium class) including tube fittings of various diameters in all leads and lifts and as per the direction of the Engineer-in-Charge. | |||||
| 3Demolition above GL, up to floor two level including disposal of unserviceable material within 20 metres lead in reinforced cement concrete more than 15 cm thickness complete in all respects. | |||||
| 4Reconstruction of damaged path/floor etc. by P/L cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) & curing complete in foundation & plinthwith in all leads and lifts and as per the direction of the Engineer-in-Charge. | |||||
| 5Providing welding and fixing of MS flanges (5% of MS flange and 95% of butt welded joints), conforming to following tables as per IS: 6392-1971 (latest amendments) and welding of MS flanges with GMS/MSERW pipes in two layers on both faces i.e. two layers on outer faces and one layer on inner face to make the joint leak proof. (The cost of providing and laying of MSERW pipes to be measured and paid for separately.) The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1967 and required number of nuts and bolts conforming to IS: 1364. The thickness of gasket not less than 3.00 mm conforming to IS-2712-1998. The work shall be done to the entire satisfaction of the Engineer-in-charge. (100 mm dia Flange table 17 ) | |||||
| 6Providing circumferential butt welded joints by electrical arc welding to below mentioned diameter and wall thickness MSERW pipe welded in three numbers 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) CITOFET/ESAB make, conforming to IS: 814-1967 including dye penetration test at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-charge. (100 mm dia ) | |||||
| 7Providing and fixing fire Hydrant as per relevant code IS :909-1992 latest with updates ammendments including all accessories required for providing fixing hydrants 65mm dia outlay, sluice valves 100mm dia P.N 1.0 & flanges 100mm dia Tble -17 with in all leads & lifts as per satisfaction and direction of engineer in charge | |||||
| 8Providing and laying cement concrete 1:4:8(1 cement:4 sand:8 graded stone aggregate 40 mm N/size)and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | |||||
| 9Providing form work with steel plates 3. 15 mm thick weldad with angle iron in frame 30x30x5mm so as to give a fair finish including entering shuttering, strutting and propping etc with wooden battons and ballies, height ont of propping and centening below supporting floor to ceiling not exceeding 4.00mtr and removal of the same for in situ rainforood and plain concrete work in | |||||
| 9.1 | Vertical surfaces such as walls (Any thickness) partition and the like including attached pillasters butteresses, plinth and string courses etc from top of foundation level to floor -2 level with in all leads and lits complete in all respect | - | Sqm | - | - |
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