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| 1 | Earth Work in excavation by mechanical means (Hydraulic Excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out excavated soil and disposal of surplus excavated soils are directed,within a lead of 50m.as per D.S.R.Item No.2.8.1 -All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per D.S.R.Item No.4.1.8 |
| 3 | Providing and Laying in position Reinforced cement concrete work with 1:1.5:3 (1 cement:1.5 coarse sand zone-III derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ) excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level: as per D.S.R.Item No.5.1.1 |
| 4 | Reinforced cement concrete work in beams,suspended floors,roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral staircases 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 derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources ) as per D.S.R.Item No.5.3 |
| 5 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in foundation & plinth in:cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR Code No. 6.1.1 |
| 6 | Brick work with common burnt clay F.P.S.(non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapess and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand) as per DSR Code No. 6.4.2 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete with Thermo-Mechanically Treated bars of grade Fe-500D or more as perD.S.R.Item. No.-5.22.6 & 5.22A6 |
| 8 | 18 mm Th Cement Plaster Skirting up to 30 cm height with cement mortar 1:3 (cement:3 coarse sand) finished with a floating coat of neat cement as per DSR Code No 11.6.1 |
| 9 | Plastering with cement mortar (1:6), cement and Fine sand 12 mm thick on brick work in substructure as per technical specification Clauses as per DSR Code No 13.1.2 |
| 10 | Dry Brick on Edge Flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna Sand, with common burnt clay non modular bricks as per D.S.R. Code No. 11.2 |
| 11 | Providing and Laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make in all colours and shades, laid with cement based high polymer modified quick set tile adhesive (Water Based) conforming to IS:15477, in average 6 mm thickness including grouting the joints complete as per DSR Code No. 11.48.1 & 11.49.1 (Size of Tile 500x500mm) |
| 12 | Centering and Shuttering including strutting, propping etc. and removal of form for Foundation, footing, bases of column etc for mass concrete as per DSR Code No. 5.9.1 |
| 13 | Centering and Shuttering including strutting, propping etc. and removal of form fo Suspended floors, roofs, landing, balconies and access platform as per DSR Code No. 5.9.3 |
| 14 | Centering and Shuttering including strutting, propping etc. and removal of form for Lintel Beams, plinth Beams, girders, bressumers and cantilever as per DSR Code No. 5.9.5 |
| 15 | Centering and Shuttering including strutting, propping etc. and removal of form Columns, Pillars, Piers, Abutments, Posts and Struts as per DSR Code No. 5.9.6 |
| 16 | Extra for additional height in centering, shuttering whwre ever required with adequate bracing, propping etc., including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). as per D.S.R.Code 5.11 |
| 17 | Rough cast Plaster up to 10 m height above ground level with a mixture of sand and gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 Cement : 4 C.Sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement as per D.S.R. Code 13.19 |
| 18 | Distempering with 1st quality acrylic distemper (ready mixed) on new work (two or more coats) over and including water thinnable primimg coat with cement primer of approved manufacture of required shade and colour having VOC content less than 50 gram/litre as per DSr Code No. 13.41.1 |
| 19 | Finishing walls with textured exterior paint of required shade : New work (Two or more coat applied @3.28 ltr /10 sqm over and including priming coat of exterior primer applied @2.20 kg/10sqm) as per D.S.R.Code 13.45.1 |
| 20 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5 |
| 21 | P/ Laying of Granular Sub-Base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401 |
| 22 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mmto 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 aggregate, watering and compacting to the required density Grading 3 as per technical specification Clause 405. |
| 23 | Providing and Laying of I-Shaped Precast Interlocking Tiles Concrete Block Pavements having thickness 80 mm(Grey) compressive strength not less than 30Mpa and weight 4.50Kg including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as per drawings and Technical Specification Clause 1504. |
| 24 | Construction of un-reinforced 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 confirming to IS 383 maximum size of coarse aggregates not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix, laid in approved fixed side form work (steel channel) laying and fixing of 125 micron thick plastic sheet,wedges steel plates including levelling the form work 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, sealent admixture as approved curing complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 as per MORD 6.4 (1500) |
| 25 | Supply and Fixing of Informatory Sign Board including Painting & Lettering etc.complete work at site. Please Enable Macros to View BoQ information |
