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| 1 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.)SOR Item No. 3.20 Case-1 |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.S.O.R. Item No. 3.18 |
| 3 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- II Material S.O.R. Item No. R.W.D 4.01 B (II) |
| 4 | 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, admixtures 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 1501S.O.R. Item No. 6.02 |
| 5 | DRAIN-Earth work in excavation in foundation trenches in ordinary soil -do- -do- complete as per building specification and direction of E/I. ITEM 5.1.1.+5.1.2 |
| 6 | Providing sand filling in foundation trenches -do- -do- all complete job as per specification and direction of E/I. -5.1.10 |
| 7 | Providing 75B brick flat soling -do- -do- all complete job as per specification and direction of E/I. -5.6.3 |
| 8 | Providing and laying in position coment concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement :2 coarse sand (zone- lll) : 4 graded stone aggregate 40 mm nominal size -5.3.1.2 |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)(5.3.10) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).(5.3.11) |
| 11 | Centering, shuttering, including strutting, propping etc. And removal of form for Suspended floors, roofs, landing, balconies and access platform 5.3.17.2(a) |
| 12 | Centering, shuttering, including strutting, propping etc. And removal of form for Suspended floors, roofs, landing, balconies and access platform 5.3.17.3(b) |
| 13 | Providing TMT steel reinforcement as per approved design and drawing -do- -do- all complete job as per specification and direction of E/I. 5.5.5(A) |
| 14 | Carriage of Materials - Cement, a lead of Km5 |
| 15 | Steel a lead of Km10 |
| 16 | sand a lead of km 5 |
| 17 | Stone Chips a lead of km37 |
| 18 | Stone Dust lead of Km37 |
| 19 | Bricks a lead of Km8 |
| 20 | GST @ 18 % |
| 21 | Labour cess @ 1% Please Enable Macros to View BoQ information |
