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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 in width or 10 sqm on plan) |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2.25a |
| 3 | S & L of G. S. B. stone ballast all complete. As directed by EIC. |
| 4 | 1:4:8 (1 cement: 4 coarse sand (zone iii) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from naturak sources |
| 5 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) : DSR 7.6.1 |
| 6 | Coursed rubble masonry with hard stone (first or second sort) in super structure above plinthMasonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) : DSR 7.8.1 |
| 7 | brick work with common burnt clay F.P.S. ( non modular) bricks of class desiganation 7.5 in foundation and plinth in cement mortar |
| 8 | brick work with common burnt clay F.P.S. ( non modular) bricks of class desiganation 7.5 in foundation and plinth in cement mortar |
| 9 | 12mm thick cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior |
| 10 | S & L of 80 mm Rabour moulds interlocking block with local sand over concrete surface to proper cushion & slop etc.PWD SOR |
| 11 | Red sand stone work for wall lining etc. in cement morter 1:3 including camping jointing in white cementin all complete.SOR page no. 44 SI. no 1 |
| 12 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 13 | 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 plinthlevel 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 aggregate20 mm nominal size derived from natural sources). DSR 5.3 |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (TMT Bars) Fe-500 DSR 5.22.6 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns: DSR 4.3.1 |
| 16 | Centering and shuttering including strutting, propping etc. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.DSR 4.3.2 |
| 17 | Centering and shuttering including strutting, propping etc. Columns, piers, abutments, pillars, posts and struts.DSR 4.3.3 |
| 18 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 10.2 |
| 19 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m² DSR 12.1.3 |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. DSR 13.8 |
| 21 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour.DSR 14.41.1 |
| 22 | Disposal of malva site clean as directed by EIC |
| 23 | P&F of Inauguration marble stone letter imbedded on smooth surface as directed by EIC. |
| 24 | Add 18% GST |
| 25 | Add match amount round figer |
