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| 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil D.S.R. Item No. 2.2.1 1 |
| 2 | Providing & laying cement concrete1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. Item No. 4.1.8 |
| 3 | Brick work in foundation 1st class b/work in 1:4cement and couarse sand mortar in fdn and plinth incl. supply of all materials, labour and t& P required for proper completion of the work D.S.R. Item No. 6.2.1 |
| 4 | Brick work inSUPER STRUCTURE in 23 cm thk wall with 1:4 cement and coarse sand incl. all materials labour annd t&p etc. for proper completion of work. Ground Floor D.S.R. Item No. 6.4.1 |
| 5 | 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. D.S.R. Item No. 2.25(a) |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) ascoarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; 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 the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto Plinth level D.S.R. Item No. 5.33.1.1 |
| 7 | All works above plinth level upto floor V level D.S.R. Item No. 5.33.2.1 |
| 8 | All works above plinth level upto floor V level D.S.R. Item No. 5.33.2.1 |
| 9 | S&F Mild steel or iron in plain work such as reinforced concrete and reinf. b/work (when not included in overall rate) wrougt to required shape as necessary Including bending for proper completion of work and incl supply of all steel and wastage and overlapping and hook D.S.R. Item No. 5.22.1 |
| 10 | Centering andshuttering including strutting, propping etc. and removal of form for : Foundation, footing, bases of columns etc. for mass concrete DSR 5.9.1 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R. Item No. 5.9.6 |
| 12 | Lintels,beams, plinthbeams, girders, bressumers and cantilevers D.S.R. Item No. 5.9.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform D.S.R. Item No. 5.9.3 |
| 14 | P/L of Brick Coba average 12 cm thick laid with M 150 class brick bat coba 7.50 cm thick with gap of 15 mm to nos other, over 20 mm thick bace of cement morter 1:4 cement and coarse sand mixed with water proofing compound spreading cement siurry mixedwithaereliccementconcretewaterproofingcompoundfilledgapsofcoba&topofcobamortarmixedwith water proofing compound in 1 ; 4 cement and coarse sand mortar finished smoothtop mashed faise square 30 cm X 30 cm & side wall parapet shall be monotythic plaster wall upto 30 cm higher & juction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished withacitic waterproofing compound@2 %by weight& including supplyofall materials,labours and T&P etc complete for proper completion of the work . rates for 3rd level DSR Item No.22.7.1 |
| 15 | 12 mm thk plaster (1:4) with cement & Coarse Sand Ground Floor D.S.R. Item No. 13.4.1 |
| 16 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) D.S.R. Item No. 13.5.1 |
| 17 | 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.D.S.R. Item No. 13.80 |
| 18 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gentlyand easily. Glazed vitrified floor tiles polished finish of size 600x1200mm D.S.R. Item No. 11.41A.2.2 |
| 19 | Wall painting (Doule coat) withpremium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound)content less tha 50grams/litre of approved brand and manufacture, including applying additinal coats wherever required to achieve even shade and colour D.S.R. Item No. 13.83.2 |
| 20 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. D.S.R. Item No. 13.45.1 |
| 21 | P/F of Z-Section Window comlete at site (1.50x1.20) |
| 22 | P/F of Steel Doors comlete at site (1.05X2.10) |
| 23 | P/F 75mm dia P.V.C. pipes ISI mark (Use as Rain Water) |
| 24 | S/Fixing of Sign. Board |
