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| 1 | Safe Carriage of following material from Electricty store center Hathras to Pit site of work through the Kacha and Pakka road includingloading and unloading at the respective ends including the cost of arrangement of labour, T&P, etc. which required for proper completion of work.(Distance 00-50 Kms.) |
| 2 | 8.5 Mtr. long PCC Poles. |
| 3 | 9/11 Mtr. S.T. Poles |
| 4 | 11 KV X-Arms, weasal conductor, G.I wire,Disc Insulators, Pin insulators, clamps and otherrequired line material, if any. |
| 5 | Replacement of damaged 8.5 Mtr. long PCC pole by digging of pits in kharanja/mettalic road and dismantling of all 11KV/LT accessories from the existing / damaged pole and errection of single new pole including Fixing of all accessories. |
| 6 | Replacement of damaged 9/11 Mtr.Long ST pole by digging of pits in kharanja/mettalic road and dismantling of all 11KV/33 KV accessories from the existing / damaged pole and errection of single newSTP pole including Fixing of all accessories. |
| 7 | Replacementof damaged 8.5 meter long of Double PCC Pole (first opening of all accessories & then removing damaged poles),under Errection D/P includingfixing of Disc Insulators with fitting and other LT/11 KV accessories as per RESPO manual and as per direction of supervising engineer, The double pole shall be grouted in ratio 1:4:8 (Cement, sand and brick ballast/ stone ballast)including cost of cement, sand, brick ballast/ stone ballast, stone pad as per actual requirement at site |
| 8 | Replacementof damagedDouble pole on 9/11 meter long of Double ST Pole (first opening of all accessories & then removing damaged poles), re-erecting D/P includingfixing of Disc Insulators with fitting and other 11 KV/ 33KV accessories as per RESPO manual and as per direction of supervising engineer. The double pole shall be grouted in ratio 1:4:8 (Cement, sand and brick ballast/ stone ballast)including cost of cement, sand, brick ballast/ stone ballast, stone pad as per actual requirement at site |
| 9 | Retitaling of old stay with nojling and bynding |
| 10 | Straightening of tilted single PCC Poles in the existing lines as per direction of supervising engineer. |
| 11 | Straightening of tilted single ST Poles in the existing lines as per direction of supervising engineer. |
| 12 | Straightening of tilted Double Poles in the existing lines as per direction of supervising engineer. |
| 13 | Straightening of tilted 11 Kv cross Arms in the existing lines as per direction of supervising engineer. |
| 14 | ProvidingNuts& Bolt |
| 15 | Fixing of 11 kv joynting Kit |
| 16 | Replacement offollowing damaged accessories in 11 KV /LTline - |
| 17 | 11 KV X-Arms, 11 KV Pin Insulators with Pin &Nut &Bolt , \"F\" Clamp |
| 18 | 11 KV Disc Insulator With Fiting |
| 19 | Errection and grouting of stays as per RESPO Norms and as per direction of supervising engineer with Grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost. |
| 20 | Fixing of earthing rod as per RESPO Norms and as per direction of supervising engineer. |
| 21 | Laying, sagging and stringing and Nozzling / binding etc. ofnew &old ACSR Weasal conductor / GIin 11 KV / LT lines as per RESPO manual and as per direction of supervising engineer. |
| 22 | ACSR Weasel conductor |
| 23 | ACSR Dog / Racoon Conductor |
| 24 | Re- sagging and stringing of existing following conductor in HT /LT line as per direction of supervising engineer. |
| 25 | ACSR Weasel conductor |
| 26 | 50/95/120 sqmm. Areal Bunch Conductor |
| 27 | ACSR Dog Conductor |
| 28 | Cutting, chopping, triming of tree branches to clear the line route to give2 mtr. horizontal and vertical clearance to the line coming in the route ofdifferent feeders as per direction of supervising engineer |
| 29 | Re Guarding / Guarding of 11 KV line by laying, stringing, sagging and binding of 2 Nos. parallel GI wire 6 SWG after providing, fabrication and fixing of guarding angle and fabrication and fixing of X-guards (Tillis) of GI wire at distance of 3 Mtr. |
| 30 | Construction of round plinth around the S.T. Poles / RS Joists / Rails will be done with cement, sand and concrete in 1:3:6 ratio of size 450 mm. dia & 600 mm height (300 mm. under the ground + 300 mm. the ground). The plinth should be plastered with ½ inch thick cement and sand of ratio 1:4 & taper rounding the upper most part of the plinth. The rate will include all cost of material, labour and T&P etc. for completion of the above work which will be provided by the contractor at his own cost. |
