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| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil.DSR 2023/2.28.1 |
| 2 | 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. All kinds of soil.DSR 2023/2.8.1 |
| 3 | Construction of Granular Sub-Base (GSB) by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(GSB-1) (LDA SOR RSN-5) & Sanctioned Rate |
| 4 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & direction of Engineer in-Charge: 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.DSR 2023/16.91.2 |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023/16.83 |
| 6 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). DSR 2023/16.84 |
| 7 | 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 2023/4.1.8 |
| 8 | 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 : 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 2023/5.1.1 |
| 9 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the workand including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level.L.D.A APPRO. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR2023/5.9.1 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR2023/6.1.1 |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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 2023/4.1.3 |
| 13 | 12 mm thick cement plaster of mix : 1:4 (1 cement: 4 coarse sand)DSR 2023/13.4.1 |
| 14 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: All kinds of soil DSR 2023/2.1.1 |
| 15 | Cartge of Malva up to 2 Km distance. (124.80*20%) = 99.84 |
| 16 | Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layer with paver in sub-base/base course on well perpared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406) |
| 17 | Providing and applying Primer coat with Emulsion on prepared surface of granular base. Including cleanning of road surface and spraying primer @ 0.60 kg./sqm. Using mechanical means. (as per MORTH Specification - 502) |
| 18 | Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 25 cum per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30 @ 3.3 %)transported to site , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (as per MORTH Specification - 504) |
| 19 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.300 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503) |
| 20 | Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.00 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause 508 complete in all respects. (Reducing Bituminious quality by 8% and replacing it by plastic waste as per IRC:SP:98-2013) |
