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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) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR NO. 2.8 |
| 2 | All kinds of soilDSR No. 2.8.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth levelDSR NO. 4.1 |
| 4 | 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 No. 4.1.3 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level DSR No. 5.1 |
| 6 | 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) DSR No. 5.1.2 |
| 7 | 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 reinforcementDSR No. 5.2 |
| 8 | 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) DSR No. 5.2.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form forDSR No. 5.9 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete DSR No. 5.9.1 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts DSR No. 5.9.6 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level DSR No. 5.22 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or moreDSR No. 5.22.6 |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelDSR no. 5.22.A |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR NO. 5.22.A.6 |
| 16 | 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 shapes and sizes inDSR No. 6.4 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) DSR No. 6.4.2 |
| 18 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level withDSR No. 7.1 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand). DSR No,. 7.1.1 |
| 20 | 12 mm cement plaster of mix : DSR NO. 13.1 |
| 21 | 1:4 (1 cement: 4 fine sand) DSRNo. 13.1.1 |
| 22 | 15 mm cement plaster on the rough side of single or half brick wall of mix : DSR No. 13.2 |
| 23 | 1:4 (1 cement: 4 fine sand) DSR No. 13.2.1 |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : DSR No. 13.61 |
| 25 | Two or more coats on new work. DSR No. 13.61.1 |
| 26 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. DSR No. 12.41 |
| 27 | 110 mm diameter DSR NO. 12.41.2 |
| 28 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge DSR No. 16.70 |
| 29 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade DSR NO. 16.70.2 |
