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| 1 | 220/132/33 KV Grid Sub station Udhampur |
| 2 | CONTROL ROOM |
| 3 | Clearing of roof for waterproofing treatment |
| 4 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured. |
| 5 | Providing and laying common burnt clay (non modular) brick tiles of class designation 10 over mumty roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. |
| 6 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm d |
| 7 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 8 | Providing and fixing 100 mm PVC pipes for drainage of roof water |
| 9 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. |
| 10 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 fine sand) |
| 11 | Construction of Drain in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any) .The section of drain is 0.5 MtrX0.5 Mtr. The Thickness of Base pad is 0.20 mtr.The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 12 | DG ROOM |
| 13 | Clearing of roof for waterproofing treatment |
| 14 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured. |
| 15 | Providing and laying common burnt clay (non modular) brick tiles of class designation 10 over mumty roofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. |
| 16 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm d |
| 17 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 18 | Providing and fixing 100 mm PVC pipes for drainage of roof water |
| 19 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. |
| 20 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 fine sand) |
| 21 | SITC of 63 KVA DG Set, 3 phase, silent type, with AMF Panel, Rated Engine Powerat 100% load :50KW of reputed make and as per relevant standards including construction of foundation, canopy, copper plate earthing as per standard, cabling etc, as per site specifications / requirements. Including dismantling of existing infrastructure and shifting to Divisional Store Udhampur. |
| 22 | Transmission lines |
| 23 | LOCATION NO. 39 of 220 KV D/C KPTL |
| 24 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 25 | Construction of Drain in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any) .The section of drain is 0.5 MtrX0.5 Mtr. The Thickness of Base pad is 0.20 mtr.The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 26 | LOCATION NO. 47of 220 KV D/C KPTL |
| 27 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 28 | LOCATION NO. 53 of 220 KV D/C KPTL |
| 29 | Providing and fixing of GI flexible support OF 6.00 MTRX6.00 MTRX1.5 MTR including supply of stones, mechanical and manual transport, hand packing of stone, face dressing, binding of crates with crate wire, exacavation of earth, disposal of exacaveted earth etc. (complete job) |
| 30 | LOCATION NO. 66 of 220 KV D/C KPTL |
| 31 | Construction of Drain in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any) .The section of drain is 0.5 MtrX0.5 Mtr. The Thickness of Base pad is 0.20 mtr.The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 32 | LOCATION NO. J-15 OF 132 KV D/C CSTL |
| 33 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 34 | LOCATION NO. J-29 OF 132 KV D/C CSTL |
| 35 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 36 | LOCATION NO. J-43 of 132 KV D/C CSTL |
| 37 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 38 | Construction of Drain in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any) .The section of drain is 0.5 MtrX0.5 Mtr. The Thickness of Base pad is 0.20 mtr.The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 39 | LOCATION NO. J-26 of 132 KV D/C CSTL |
| 40 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect Please Enable Macros to View BoQ information |