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| 1 | Construction of HelipadConstruction of embankment with approved material obtained from borrow pits with all lift and leads transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.2 |
| 2 | 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. |
| 3 | PCC Grade M20 using batching plant transit mixer & manual placing |
| 4 | Providing and laying Cement concrete M-30 grade EX.cluding reinforcement complete as per drawing and Technical Specifications |
| 5 | Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and technical specifications |
| 6 | Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes |
| 7 | Construction of Boundary Wall as Per approved DrawingExcavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. |
| 8 | Boaring of pile 20cm dia of single under reamed of dia 50cm bulb and 3.50 m depth in black cotton soil with hand oprated auger machine including all labour T&P complete |
| 9 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. |
| 10 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coradse aggregate and fine aggregate derived from natural sources, ordinary portland cement, admixture in recommonede proportion as per IS:9103 to accelerate/ retard setting of concrete to improve durability and workability without imparing strenght including pumping of concrete to site of laying, curing, carriage for all leads but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of engineer-in-charge Concrete of M25 grade with minimum cement 330kg/cum |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (Make TATA/JINDAL/SAIL or Approved by Enc.) |
| 13 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 14 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as per |
| 15 | Mild steel or iron work in heavy sizes such as trusses built up gates doors frames records racks roof work, gates etc. wrought to required form including drilling holes rivetting or welding where necessary and also including supply of steel, bolts nut wasrage etc. and their fixing required for proper completion of the work in new item. (Tubelar MS Pipe of 50 mm Dia) |
| 16 | Painting or Vernishing with Valls par or other approved, high graded enamel or superior synthetic clear varnish complete one coat over previously painted surface including supply of all materials, labour and tools and plants etc. completion of the work enamal or varnish to be used should confirm ISI IOS/106/133-1950. |
| 17 | Construction of Aproach RoadConstruction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 |
| 18 | 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. |
| 19 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes 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 interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 |
| 20 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 21 | Construction of embankment in Soulder with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 Please Enable Macros to View BoQ information |
