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| 1 | Earth work Filling in ordinary soil excavation to be in from or regular pits not exceeding 1/2 m. in depth and earth work in embankment to be 20 cm layer including raming and dressing the surface to required level and slope by carted earth from 5 km distance beyond city portion to available as direction by Engineer in Charge as per A.R.1 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. |
| 4 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 6 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 7 | Construction of plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation \admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 8 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 9 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 10 | 12mm thick plaster with cement approved coarse sand in 1:3 with a floating coat of neat cement including supply of all materials labour and T&P etc. required for proper completion of the work. As Per Chapt. 3 Sr No. 6(13.9.1) |
| 11 | Supply and fixing of 8 m GI octagonal pole of approved make top Dia 70 mm bottom dia 130 mm and Base plate 12 mm thick having 3 mm thickness with single arm bracket arm length of 1 m on existing foundation boards making all cable connection including required t & P complete all respect. Both Side [S.R. 21.1.4] |
| 12 | Supply and fixing of LED street light fitting with mandatory driver set having die cost aluminium body with Toughened glass / UV stabilized PC cover and lenses suitable for 110 to 130 watt add confirming to IP66 and IK07 and above protection having company logo complete in all respect including labour. Cat AAA [S.R. 23.17] |
| 13 | Earthing with GI Earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing necessary in closure with cover plate having looking arrangement and watering pipe 2.7 m long etc with charcoal / coke and salt as required. [S.R. 5.4] |
| 14 | Supply and laying of 25 mm x 5 mm gi strip at 0.50m below ground as strip Earth electrode including connection/terminating with GI Nut bolt spring washer etc as required. [S.R. 5.9] |
| 15 | Supply and fixing of 5 A to 32A rating 240 / 415 V, 10 kA CURVE double pole miniature circuit breaker for inductive load in the existing MCB box complete with connection testing and commissioning etc as directed by engineer in-charge. [S.R. 2.10.2] |
| 16 | Supply and fitting of 40 ampere TPN automatically control panel painted with anti corrosive alkali and acid proof paint HRC fuse isolating switch mating instrument and instrument box with CTs etc in case of TPN complete in all respect. [S.R. 807(F)] |
| 17 | Providing and fixing 8 swg dia GI wire on surface or recess for loop earthing as required. [S.R. 5.16] |
| 18 | Supply and fixing of plain or pin type copper tin plated cable socket lug to the cable leads including with tape and making connection etc complete in all respect as per direction of the Engineer Incharge. [S.R. 504 G] |
| 19 | Supply and fixing of 50 mm dia to MM class PVC conducted pipe for pole light G.B. connection complete in all respect. [S.R. 152 A] |
| 20 | Supply and fix of 2 core X 1.5 square mm copper conductor flexible wire. [S.R. 1304 C] |
| 21 | Supply and laying of 25 square mm 3-1/2 core aluminum conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm, thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run hall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge. Complete in all respect. [S.R. 20a.1.10] |
| 22 | Supply and laying of 16 square mm 2core aluminum conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. Pole to Pole over head Laying Cable according to the side situation On surface the cable run hall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, Complete in all respect. [S.R. 20a.1.3] |
| 23 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Incharge. [S.R. 503 L] |
| 24 | Excavation in foundation soil (loam clay) including left upto 1.5 mtr and lead up to 30 mtr including filling watering and ramming of excavated earth. [S.R. 251 |
| 25 | Supply & Fixing of Board Please Enable Macros to View BoQ information |