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| 1 | DSR NO. 15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (2060.20x.7418=1528.25) |
| 2 | (DSR) 2023/ No - 2.8.1 - 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. All kinds of soil. (260.30x 0.7418=193.09) |
| 3 | DSR/2023/4.1.8/ - 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) (6812x.7418=5053.14) |
| 4 | DSR 23/6.32.1 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : Cement mortar 1:4 (1 cement : 4 coarse sand) (9333.45X0.7418) |
| 5 | DSR-2023/item no. 13.4.1 - 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (357.35 x 0.7418 = 265.08) |
| 6 | DSR 23/4.1.2A 1:1.5:3 (1 Cement: 1.5 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 3 graded stone aggregate 20 mm nominal size incuding Recycled Concrete Aggregate (RCA) up to 25%). (8127.80x0.7418=6029.20) |
| 7 | DSR-2023/5.1.2 - 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) (0.7418 x 9045.75 = 6710.14) |
| 8 | DSR-5.22.1 - Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 9 | DSR-2023/item no. 5.9.3 -Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.(927.25 x 0.7418 = 687.83) |
| 10 | DSR/23/16.9 - Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.(33.30 X 0.7418 - 24.70) |
| 11 | (AR) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting to achieve the desired density. (Reference of MORT&H 406) (Analysis attached) |
| 12 | (AR) Providing and applying primer coat with VG 10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Reference of MORT&H 502) (Analysis attached) |
| 13 | (AR) Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrated from approved quarry of specified grading premixed with bituminous binder VG-30 @4.50% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finished to required grade level and alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction ( Ref to morth & H specification 507 ) adjustment for bitumen shall be done as per job mixture and e-in-c |
| 14 | (AR) Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503 (Granular Surface)(Analysis attached) on full area of road |
| 15 | (AR) - Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MORTH specification clause No. 509 complete in all respects(Analysis attached) |
| 16 | (DSR) 2023/ No - 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (177.50x.7418) =131.6695 |
| 17 | (AR) Construction of granular sub-base by providing close 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 |
| 18 | DSR/23/16.91.2 - 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. (1091.50x0.7418) |
| 19 | DSR/23/7903 - Deduction of old bricks (5300 x 0.7418 - 3931.54 ) |
