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Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
1 Sept 2026, 6:00 pm6d left
GE 881 EWS
GE 881 EWS, C/O 56 APO
REPAIR/MAINT TO MES INSTALLATION (E/M AND B/R WK) AT POONCH UNDER AGE B/R-II OF GE 881 EWS
2026_MES_782229_1
GE/PNH-57/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 881 EWS, C/O 56 APO
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
GE 881 EWS
₹50,000
Yes
1 Sept 2026
1 Aug 2026
5 Sept 2026
1 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and as directed. | 68.71 | Cum | - | - |
| 2 | Demolition of stone slab and tiles of any description and thickness in floors, aprons etc laid and pointed in any mortar, complete all as specified and directed. | 22.9 | 10 Sqm | - | - |
| 3 | Dismantling water tank and removing to store of capacity exc 250 Ltrs and not exc 500 Ltrs all as specified and directed. | 2 | Each | - | - |
| 4 | Dismantling water tank and removing to store of capacity exc 500 Ltrs and not exc 1000 Ltrs all as specified and directed. | 2 | Each | - | - |
| 5 | 500 ltr capacity rotational moulded polyethylene water storage tanks, double layer(Cylindrical vertical with threaded close top), ISI marked and fixed in position, all as specified in SSR Part-I, complete all as specified and directed. | 2 | Each | - | - |
| 6 | 1000 ltr capacity rotational moulded polyethylene water storage tanks, double layer(Cylindrical vertical with threaded close top), ISI marked and fixed in position, all as specified in SSR Part-I, complete all as specified and directed. | 2 | Each | - | - |
| 7 | Ball brass valves, high pressure, with polythene float and fly nut complete screwed for iron pipe or brass ferrule, 20mm bore fixed in repair, complete all as specified and directed. | 4 | Each | - | - |
| 8 | 25 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in levelling course to receive floor finishes, complete all as specified and directed. | 10 | Sqm | - | - |
| 9 | 75 mm thick PCC 1:3:6 Type C-2 (using 40mm graded crushed stone aggregates) laid in alternate bays (not exceeding 2 sqm each) as in plinth protection, finished the surfaces even & fair, including filled the joints with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed. | 25 | Sqm | - | - |
| 10 | PVC (SWR), type B, 75mm dia any length single socketed with rubber ring joint, laid in trenches or in floor as soil pipe(vent pipe), fixed in repair, complete all as specified and directed. | 10 | RM | - | - |
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