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| 1 | SUPPLY OF FOLLOWING NON CENTRALISED MATERIAL |
| 2 | E-Clamp for 11 KV |
| 3 | Stay Clamp for SP-23 Single End |
| 4 | Stay Clamp for SP-23 Double End |
| 5 | Top Channel Clamp for SP-23 With N&B |
| 6 | Earth wire clamp for SP-23 with N/B |
| 7 | Bracing clamp top for SP-23 with N/B |
| 8 | Bracing clamp Bottom for SP-23 with N/B |
| 9 | LABOUR CHARGE |
| 10 | Cartage of SP-21/23 POLES from store center to road site with loading & unloading at both points approx distance 21-50 KM |
| 11 | Cartage of Petty Material from store center to road site with loading & unloading at both points approx distance 21-50 KM |
| 12 | Cartage of 11 KV Panels from store center to road site with loading & unloading at both points approx distance 21-50 KM |
| 13 | Head load cartage of SP-21/23 POLEs from road to site approx distance 1-3 Km |
| 14 | Head load cartage of Petty Material from road to site approx distance 1-3 Km |
| 15 | Head load cartage of 11 KV VCB O/G from road to site approx distance 1-3 Km |
| 16 | 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. |
| 17 | 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) |
| 18 | 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 |
| 19 | 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. |
| 20 | 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 (SINGLE SP-23 POLE) |
| 21 | 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 DOUBLE POLE) |
| 22 | 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 FOUR POLE) |
| 23 | Fixing,tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV Line |
| 24 | Muffing of poles with CC1;3;6 block and 45 Cm hight from ground level including cost of ballast, cement & sand. |
| 25 | Route cleareance by cutting of tree branches / proning, loping and chopping of trees for L.T., 11 & 33 KV line. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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. |
| 29 | Digging of trench of size 0.60x0.15 x 1.5 mtr. and laying of underground 11 KV XLPE cable with making of brick housing and filling of sand including filling of earth with ramming. & repairing of road including cost of cement sand and stone blast |
| 30 | Jointing and fixing of cable jointing kit indoor/outdoor 11 KV XLPE heat shrinkable cable boxes (11 KV XLPE JOINTING KIT) |
| 31 | ERECTION OF 11 KV VCB O/G |
| 32 | TESTING 11 KV VCB |
| 33 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finish ing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) |
| 34 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cem ent concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 35 | Stone Filling work involves the supply and proper placement of hard, durable stones for strengthening and stabilizing structures such as foundations, protection works, or substation areas |
| 36 | EXCAVATION IN FOUNDATION FOR RETAINING, BREAST WALLS ETC., IN ALL TYPE OF SOILS AND ROCKS INCLUDING ALL LEAD, LIFT AND DISPOSAL OF SURPLUS MATERIAL AS PER DIRECTION OF ENGINEER-IN-CHARGE AS PER DRAWING AND TECHNICAL SPECIFICATIONS CLAUSE 305.1 OF MORD SPECIFICATION |
| 37 | Cement concreting in the ratio 1:4:8 involves the preparation and laying of plain cement concrete using 1 part cement, 4 parts coarse sand, and 8 parts graded stone aggregate |
| 38 | FIXING OF RCC CABLE ROUTE MARKER Please Enable Macros to View BoQ information |
