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| 1 | Item Description/ HeadingPart (A) labour CostAs per GMSR-2024 |
| 2 | Transportation of Transformer with the electrical equipments from surface to u/g or shifting from one to another place in u/g or withdrawal u/g Surface with a lead of 1.00 Km. For each additional distance of 1.0 Km beyond 1.0 Km. original lead, there will be 15% enhance rate.(i) 02 Nos. of Transformer, TSU 315KVA, 3.3KV/570V to beshifted from Surface to -7LE and surface to -54LW (VIB seam) Surface to -7LE(VIB Seam) = 1070M (TSU)Surface to -54LW(VIB Seam) = 1350M (TSU) |
| 3 | 04 Nos. of Transformer TSU 315KVA,3.3KV/570V to beshifted from Surface to 1DW/2L, 12L, 17L (VII seam) Surface to 1DW/2L (VII Seam) = 370M(TSU)=02 No.Surface to 12L(VII Seam) =635M(TSU)=01 No.Surface to 17L(VII Seam) =765M(TSU)=01 No. Total 04 nos. |
| 4 | \"Transportation of armoured cable including loading, carrying from surface to u/g or old panel/Sectionto new section and laying the same with supportas per instruction of Exe. In-charge. \"1DW/0L to 12L,S/F to 1DW/2L,2L to 16L(VII Seam) and Surface to -7LE and -7LE to 54LW (VIB) 95 mm2 = 4550M |
| 5 | Shifting of main ACB, coupled ACB with 100M armoured cable (50/70mm2) laying thereof with side support within the district/panel for a distance of 50m. |
| 6 | Cleaning/ removal of debris/stone from galleries and stacking within 50m distanceUG SUBSTATION:-(20.00 X 4.00 X 0.20)x 07 Nos. =112.00 m3 |
| 7 | Centering, shuttering, finishing and reinforcement including cutting , bending, placing in position and binding and strutting, proping etc complete.UG SUBSTATION:-(7.00 + 7.00 +2.00 +2.00) X 0.30=05.40m2 X 07 Nos.=37.80m2 |
| 8 | Cement concrete/PCC(1:2:4) in foundation /plinth/ flooring/wall (any thickness) in u/g (Excluding centring, shuttering and cost of CC materials)UG SUBSTATION:-Plate Form -(7.00 X 2.00 X 0.30)x 07 Nos. =29.40 m3 |
| 9 | White washing in u/g with white lime to give an even shade on old work/new workUG SUB STATION:-sides- (20.00 x 2 x 3.30)=132.00m2 X 07 Nos.=924.00m2Roof- 20.00 x 5.50 =110.00m2 X 07 Nos.=770.00m2 Total=1694.00m2 |
| 10 | Loadingof all kind of building materials in to tubs at incline/Pit mouth on surface with lead of 50m Cement |
| 11 | Sand - |
| 12 | 20mm stone agregate |
| 13 | Transportation of all kind ofbuilding material from surface to u/g through haulages with tramming and pushing, coupling /uncoupling etc for a distance every 2.0 Kmor part there of and bringing the empty tubs to surface. (Calculation sheet enclosed)cement |
| 14 | Sand |
| 15 | 20mm stone agregate |
| 16 | Unloading of all kind of building materials from tubs at destination in u/g and stacking the same. (Calculation sheet enclosed)Cement |
| 17 | Sand |
| 18 | 20mm stone agregate |
| 19 | Lead for transportation/carriage of all kinds buildingmaterials by manually in ug.46.00m to 60.00m. |
| 20 | Part-B Material Cost supply and stacking of building materialsCement |
| 21 | Sand - |
| 22 | 20 mm Stone aggregate |
| 23 | Total impact of GST for the purpose of CTC |
