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| 1 | (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) |
| 2 | DSR/23/ 4.1.8 - Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - 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 fromnatural sources) - (6812x.7418=5053.14) |
| 3 | AR - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 12.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 4 | DSR /2023/13.4.1 - 12 mm cement plaster on rough side of single or half brick wall of mix: 1:4(1 CEMENT: 4 Coarse.2 1:6 (1 cement: 6 coarse sand) (357.35x.7418=265.08) |
| 5 | 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) |
| 6 | DSR/5.2.2 - 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 reinforcement: :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 10852.75 = 8050.72 ) |
| 7 | DSR-2023/item.5.22A.6 - Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete below plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | DSR/2023/2.1.1 - 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 upto 1.5 m, as directed by Engineer-in- Charge: ::(129.85x0.7418) |
| 9 | AR - Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. |
| 10 | (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) |
| 11 | (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) |
| 12 | (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 |
| 13 | (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 |
| 14 | (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) |
| 15 | 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) |
| 16 | DSR/23/2.10.1.2 - Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : pipes , cables etc. exceeding 80 mm dia but not exceeding 300 mm dia(0.7418x352.15) |
| 17 | DSR-2023/ item no. 4.1.10 -Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | DSR/23/19.6.3 - Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia.RCC. pipe. 0 to 1.5 (0.7418x899.80 = 667.47) |
| 19 | (AR) - Construction of brick masonary Slab Type manhole having internal size 0.90Mx1.20M and depth 1.50M below as per design & drawing including excavation, 22.5 cm thick cement concrete in 8:4 1 graded brick ballast 40 mm nominal size, coarse sand and cement, brick work in 1:5 cement and coarse sand,quinet in 1:2:4 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 1:3 cement & coarce sand mortor. Including supply and fixing of F.C. manhole cover F.C. foot step complete as per type of design. including supply of all materials laour T & Petc. required for proper completion of the work. Analysed |
| 20 | (AR) - Same as above Item No-6 but for regulating shaft manhole size 1.00M depth. Analysed |
| 21 | 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) |
| 22 | (AR) - Providing and fixing PVC Pipe confirming to IS Make working pressure 6Kg/cm2 including testing labour T&P and all complete fittings. 110mm dia (Analysed (Rate) |
| 23 | AR- Construction of brick masonary Sewer connecting chamber having internal size 0.60Mx0 60M and depth 1.50M below as per design & drawing including excavation 22.5 cm thick cement concrete in 8 4 1 graded brick bailast 40 mm nominal size, coarse sand and cement, brick work in 1.5 cement and coarse sand quinet in 124 cemen, coarse sand and 2cm gauge approved stone grit and 12 mm thick plinth plaster 13 cement & coarce sand mortor Including supply and fixing of FC manhole cover FC foot step complete as per type of design including supply of all materials laour T & P etc. required for proper completion of the work. |
| 24 | AR Same as above item no-AR 20 but for regulating shaft size 1.00m depth Please Enable Macros to View BoQ information |
