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| 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.as per D.S.R no 2.8.1 |
| 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. As per D.S.R no.2.25a |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.as per D.S.R no.4.1.8 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: as per D.S.R NO 6.1.1Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering,finishing and reinforcement cement conncrete M-20 grade with1:1.5:3 as per D.S.R no.5.1.2 |
| 6 | 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 as per D.S.R no5.22.6 |
| 7 | C.C in 1:2:4 with cement approved c/sand & 2cm gauge stone grit/shingle as per D.S.R no 4.1.3 |
| 8 | 12mm thick plaster with cement mortar in proportion of 1:4 cement & fine sand1 cement : 4 fine sand as per D.S.R no-13.1.1 |
| 9 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer as per D.S.R no 13.41.1 |
| 10 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc.complete.as per D.S.R no 13.46.2 |
| 11 | Providing and Fixing of Stainless Steel (Grade 304) railling made of hollow tubes,channel,platesincluding drilling holes,revetting or welding where nessessary and also including supply of steel ….complete item DSR NO.10.28 |
| 12 | Cost of crain charges….complete item.DSR NO-0028 |
| 13 | Cost OF loader charges..complete item DSR N0- 0018 |
| 14 | Providing corrugated G.S Sheet roofing including vertical/curved surface fixed with polymer coated J Or L hooks,bolts ,nut8 mm dia meter with bitumen and G.I Limpet washers or with G.I nut( 1.00 mm thick with zinc coating not less than 275 gm/sqm.………….complete item. DSR N0-12.1.1 |
| 15 | Supply fixing & hoisting of retro reffective signage made of 2mm thick aluminium sheet face to be fully covered with appd. 3M or equilant high intensity grade encapsulted lense type of retro reffective pressure sensitive adhesive sheet/reat active sheeting in green colour the retro reflective sheeting shall be dully processedon aluminium sheet by heat lamp applicator or by H.S.R.A (Roller) boards are to be supplied along with fixing accessories complete as MORTH &HIRC-67Specification. as per DSR NO. 16.60.1 |
