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| 1 | SUPPLY OF FOLLOWING NON CENTRALISED MATERIAL |
| 2 | Stay Clamp for SP-23 Double End |
| 3 | Earth wire clamp for SP-23 with N/B |
| 4 | Stay Insulator |
| 5 | Bracing clamp top for SP-23 with N/B |
| 6 | Bracing clamp Bottom for SP-23 with N/B |
| 7 | Danger Board |
| 8 | Top Channel Holding Clamp for SP-23 Pole |
| 9 | LABOUR CHARGE |
| 10 | Cartage of SP-21/23 POLES from store center to road site with loading & unloading at both points approx distance 101-150 KM |
| 11 | Cartage of Petty Material from store center to road site with loading & unloading at both points approx distance 101-150KM |
| 12 | Head load cartage of SP-21/23 POLEs from road to site approx distance 1-3 Km |
| 13 | Head load cartage of Petty Material from road to site approx distance 1-3 Km |
| 14 | Cartage OF 11 KV VCB IO/G |
| 15 | Exavation of earth for pole pit of size 0.9x0.9x1/6 of full lenth of polestay pit size 0.6x0.6x1.2 mtrin all types of soil including proper dressing of including proper dressing of sides and ramming of bottom including getting out the excavted soil and disposelof surplus and disposel of surplus excaveted soll as directed complete work. |
| 16 | Exavation of earth for stay pit size 0.6x0.6x1.2 mtrin all types of soil including proper dressing of sides and ramming of bottom including getting out the excavted soil and disposelof surplus and disposel of surplus excaveted soll as directed complete work.(0.432X82) |
| 17 | Grouting of pole in size 0.45x0.45x1/9 of the supprt in cc ratio 1:4:8 block including cost of cement sand and stone ballast back filling of soil and boulders in pit and ramming and proper allignment leveling as per resspo construction manual |
| 18 | Grouting of Stay in size 0.6x0.6x0.3 in CC ratio 1:4:8 (1 cement : 4 graded stone 20mm nominal size : 8 coarse sand ) block includ ing cost of Cement,sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as pe r RESSPO Manual. |
| 19 | Erection of pole support as per RESSPO specification of the following types of poles in boulder mixed soil, grouting of support in CC 1:4:8 block incuding cost of ballast,cement and sand, back filling of soil and boulders in pit and ramming filling of accessories of the pole, leveling and erection of pole ( SP-23 SINGLE POLE 15+ SP-23 DOUBLE POLE 105+SP-23 FOUR POLE 6 TOTAL NO OF POLES=249 ) |
| 20 | Fabrication of MS Channel angle iron etc in required sizes with drilling of holes upto good finish for top channel ,bracing and spec ial type bracket etc. as per RESPO schedule and local approced drawing. |
| 21 | Fixing,tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV Line |
| 22 | Muffing of poles with CC1;3;6 block and 45 Cm hight from ground level including cost of ballast, cement & sand. |
| 23 | Route cleareance by cutting of tree branches / proning, loping and chopping of trees for L.T., 11 & 33 KV line. |
| 24 | Laying of 11 KV XLPE cable with G.I. earth wire complete including fixing of all accessories in parallel with binding and jumpering as per profile and profile and sagging chart. |
| 25 | Laying, Spreading, Stringing and sagging of 11 KV / 33 KV line in 3 phase (3 Phase 3 wire) of ACSR Rabbit as phase wire with G.I. ea rth wire complete including fixing of all accessories in 3 Nos. conductor in parallel with binding and jumpering as per profile and profile and sagging chart. |
| 26 | Guarding of LT/11 KV Line over (Telephone / Road / L.T. line crossing as per drawing with 6/8 SWG G.I. wire including fixing of guar ding channel/ angle as per RESSPO manual. |
| 27 | Earthing of support with M.S. Earth rod of 2.5 meter long by hammaring of M.S. Rod to proper depth and connecting the earth electrod e with the help of G.I. wire as per construction manual. |
| 28 | Providing Fixing of 11 KV XLPE cable Jointing Kit Outdoor 3x70 sqmm |
| 29 | Mannual shifting /Pulling of 11 KV VCB FDR 350 MVA / 500 MVA, 400/200/5A/110 V AC |
| 30 | ERECTION OF 11 KV VCB O/G |
| 31 | \\"Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor ,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)\\" Please Enable Macros to View BoQ information |
