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| 1 | Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lift. complete as directed by the E.I.C.(A) Boundary Wall |
| 2 | (B) Approach Road |
| 3 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not Exceeding 23 cm .in depth with all lead and lift including cost, Conveyance, Loading, unloading, Royalties and taxes of all materials, cost of all labour. labour cess, sundries, T&P required for work etc .complete in all respect as per direction by the Engineer in charge.(A) Boundary Wall |
| 4 | (B) Approach Road |
| 5 | Cement Concrete of prop.(1:3:6) in foundation up to lowest bed level using crusher broken hard black granite metal of size 4cm down graded of approved quality from approved quarry as per approved design including hosting, lowering, laying compacting concrete in layers not exceeding 6\\"thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty & taxes of all materials, with labour T&P required for the work etc. complete in all respects including dewatering if required as per direction of engineer-in -charge.(A) Boundary Wall |
| 6 | Providing lifting, hoisting and laying R.C.C. of M-20 Grade with 20mm and down grade C.B. chips to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets, window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering, scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material, labour, conveyance, royality, loading and unloading, sundries, tools and plants etc. complete as per the direction of the Engineer in Charge.(A) Boundary Wall(i) Column base footing |
| 7 | (ii) Column in Super Structure |
| 8 | (iii) Plinth Band |
| 9 | (iv) Floor Beam |
| 10 | Supplying, cutting, straightening of steel HYSD (Fe- 500) conforming to (IS- 1786) with bending, binding, cranking, hooking, welding or jointing if necessary & tying the grills and placing in position as required for the Rod work in all floors and & for providing fan hooks hosting lowering & laying steels including cost conveyance, taxes & royalties of all materials and binding wires of 18 to 20 gauge & cost of all labour T&P required for the work etc. Complete in all respect as per the direction of Engineer in charges (payment will be made on weight of MS rod or tor steel only basing on the co- efficient of MS rod or tor steel bars approved by SAIL / TATA / competent authority and (No separate payment will be made towards the cost of binding wires over lapping, wastage, coupling, welded, joints , spacer bars, chairs stays, hangers and annealed steel wires or other methods for binding and placing etc.).(A) Compound Wall |
| 11 | First class Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. (with dimensional tolerance of +85%) having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge..(i) Compound Wall |
| 12 | Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.(A) Compound Wall |
| 13 | Providing 12 mm thick cement plaster (1:6) (1 cement : 6 sand) to outside plastered surface / plumped surface of masonar, racking out joints, cleaning the surface and finishing the plastered surface smooth to proper plumb and levels and providing as shown in the drawing including cost of all materials, labour, conveyance, loading and unloading, taxes, cess, royalities, scaffolding, watering, curring, sundries, tools and plans etc complete as per direction of E.I.C.(A) Compound Wall |
| 14 | Primering one coat with any approved shade of primer of approved make over the plastered surface of walls including cost, conveyance and taxes of all labour with T&P required for the work etc. complete as directed by the Engineer-in-charge. (A) Compound Wall |
| 15 | Wall painting two coats with weather coat of approved shade on new work by means of brush including watering and curing etc. complete including cost of paint with taxes and cost of all labour with T & P required for the work etc. complete.(A) Boundary Wall |
| 16 | Construction of Granular Sub-Base by providing Grading-VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(A) Approach Road |
| 17 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with Paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(A) Approach Road |
| 18 | Supplying and fixing of Pre cast kerb stone of size 300mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984.(A) Approach Road |
| 19 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.(A) Approach Road Please Enable Macros to View BoQ information |
