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| 1 | Items : |
| 2 | Demolition of Brickwork and stone masonary including stacking f serviceable materials and disposal of unserviceable materials with all lead and lift (ii) in cement mortar |
| 3 | Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift (ii) R.C.C. work |
| 4 | Filling in foundation and plinth with murrum or selected soil in layers of 20 cm thickness including watering, ramming and consolidating etc completed ( upto 10 ton ) |
| 5 | Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff upto 50 Meter lead.Hard murrum |
| 6 | Filling in foundation & plinth with rubble in layers of 20cm. thickness incl. watering ramming & consolidating etc. comp. |
| 7 | Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in(A) Foundation and Plinth. |
| 8 | Providing and laying controlled cement concrete M.250 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in Foundations,footings, Baseof columnsandMassconcrete. |
| 9 | Providing and laying controlled cement concrete M.250 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in Walls, fromtop of foundationlevel upto floor two level (upto 10 ton) |
| 10 | Providing and laying controlled cement concrete M.250 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work inSlabs,landing,shelves,Balconies, Lintels,Beams, GirdersandCantilever upto floor two level. (upto 10 ton) |
| 11 | Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level with fusion bonded Epoxy coating not less than 175 micron thickness and upto 300 micron to reinforcement bars as per IS- 13620-1993/ASTM-775M including testing of coating at plant and all taxes (A) 10 mm to 16 mm dia bar |
| 12 | Providing formworkwith steel sheet so as to give a fair finish including cantering shuttering strutting and propping etc. Height of propping and cantering below supporting floor to ceilingnotexceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.Foundations Footings Bases ofColumns etc. and Mass concrete. |
| 13 | Providing formworkwith steel sheet so as to give a fair finish including cantering shuttering strutting and propping etc. height of propping and cantering below supporting floor to ceilingnotexceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton) |
| 14 | Providing formwork with steel sheet so as to give a fair finish ordinary timber planking so as to give a rough finish including cantering shuttering strutting and propping etc. Height of propping and cantering below supporting floor to ceilingnotexceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.Flat surfaces such as soffits of suspended floor roof slabs Landings and the like.Floorsetc. above 200mm in thickness. |
| 15 | Filling available excavatedearth (excluding rock) intrenches.plinth, sides of foundations etc. in layers not exceeding 20 cm. in depthconsolidating each depositedlayer by ramming and watering. |
| 16 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including remixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 18 | Providing and laying dense graded bituminous macadam with 50-75 mm thick with 100-120 TPH batch type HMP 60 to 90 TPH capacityproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% by weight of total mix 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. 507 complete in all respects.) -For Grading II(50-75 mm thickness using 4.50% bitumen) |
| 19 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 20 | Providing and laying bituminous concrete of 40mm thickness with 100-120 TPH batch type HMP 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4per centof 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. 507 complete in all respects (50mm thickness using 5.2% bitumen) |
| 21 | providing and laying asphalt painting on B.T. surface with bitumen grade 80/100 at the rate of 5.00 kg/10 Sqm by mechanical spreyar and spreading the stone dust on prepared surface at the rate of 0.03 Cum/10 Sqm and rolling with smoot wheeled penumatic roller and brushing etc complete. |
