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| Tender ID | 4311969 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair And Replacement Of Lt Ug Cable And Allied Works In Zone C And D At Raiwala Mil Stn Under Age (i) Raiwala |
| Last Date For Submission | 9th Jun, 2026 |
| Opening Date | 11 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 20000.00 |
| Estimated Cost | 1000000.00 |
| City | Raiwala |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Labour only for restringing of overhead ACSR conductor of any size of 4 wire and 2 wire on pole after disconnecting all jumper connection & binding of insulators and including rejointing all connections and insulators, jumper binding with aluminium conductorcomplete all as specified and directed . Note : (i) Pole to pole distance will be measured as one span (ii) In Pole to Pole 4 wire and if found 2 wire each conductor measured as one span. | 20 | Each Span |
| 2 | M & L for Dismantling stay assembly complete and M & L for Stay assembly complete with accessories as shown in electrical plate No. 1,i.e Stay rod 1.8 Mtr length 16 mm dia and size of stay grip 7/2.50 mm, size of stay plate 230 x 230 x 6 mm mild steel galvanised material, stay bows shall be of mild steel galvanised of 14 mm dia and 40 cm length all shown as per MES SSR Part-I, , the stay rod shall be embedded in cement concrete 1:3:6 type C 2 to a depth not less than 1.67 Meters in such a way that the top of the concrete block so formed is well below the ground level to prevent uprooting of the stay rod. A stay rod of length 1.8 mtrs and dia 16 mm dia , length of remaining 45 cm of the stay rod shall project above the ground level. The stay wire of size 7/3.15 mm shall be fixed to the stay rod at the bottom and to the stay clamp to the pole, by means of well spiced joints with a porcelain guy insulator of size 65 x 95 mm placed 3 Mtr above the ground level and a turn back to inserted in the middle and near the top respectively.The stay clamps shall be located near about the centre of gravity of the pull of the over head conductors, stay rod and thimble shall be in correct alignment with stay wire. The angle between the pole and the wire should be about 45 to 30 complete all specified and directed by Engr-in charge. (Note: Excavation, earth work, PCC deemed to be included in the quoted rate) | 5 | Each |
| 3 | Dismantling unserviceable broken steel pole, struts of any size form the site and removing existing concrete block complete all as specified and directed by Engr-in-Charge. | 3 | Each |
| 4 | Supplying and erecting in true vertical position steel tubular swaged pole, 09 metres long, type 410 SP-31, complete with cast iron base plate, pole cap, final taper plug, bolts, nuts, washers etc including necessary earth work and excavation, PCC in foundation 1:4:8 type D2, using 40 mm graded stone aggregate and PCC 1:3:6 type C2, using 40 mm graded stone aggregate as in plinth block, disposal of surplus soil to a distance not exceeding 50 m, painting two coats of aluminium paint over one coat of red oxide primer including 3 nos band/straps with colour (200mm wide each) synthetic enamelled paint at a distance 200 mm from plinth, block and marking pole nos with black synthetic enamelled paint including tarring one coat on steel surface embedded in concrete and provided anti climbing device and danger notice plates etc) complete all as specified and directed.(Note:Excavation and PCC work measured and paid separtely). | 3 | Each |
| 5 | Dismantling unserviceable LT Panel / Bus bar of any size from the site and removing existing concrete block complete all as specified and directed | 4 | Each |
5 Days Left