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| 1 | Supply including digging , carrying by lorry, filling River Bed Material mixed with coarse sand and round nallah shingle 75mm as per lines, cross sections , grade and camber , including watering & consolidation in layers with 8-10 Ton Power Roller Complete ( Finished work including material and labour) |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth .All complete. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / basecourse on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications |
| 5 | On W.B.M. @ 0.75 Kg/sqm. |
| 6 | On bitumen surface @ 0.50 Kg/sqm. |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. |
| 8 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge |
| 9 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:(1:5:10) |
| 10 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:(1:3:6) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations, footings, bases of columns etc. for mass concrete |
| 15 | Suspended floors, roofs, landings, balconies and access platforms |
| 16 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 17 | Steel reinforcement for R.C.C. work including straightening, position and binding all complete.cutting, bending, placing in position and binding all complete. |
| 18 | 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 300 mm dia. R.C.C. pipe |
| 19 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes. |
| 20 | 0.45 dia |
| 21 | 0.6 Dia |
| 22 | 0.9 Dia |
| 23 | Carriage of Materials from source to site by an avg lead of 15 kms including loading, unloading and stacking |
| 24 | sand/Screening/stone aggregate below 40 mm |
| 25 | Stone Aggregate above 40 mm |
| 26 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 27 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 28 | Maintenance Part :- |
| 29 | AMC FOR 1st YEAR (0.80 %OF A) |
| 30 | AMC FOR 2nd YEAR (1.40 %OF A) |
| 31 | AMC FOR 3rd YEAR (2.00 %OF A) |
| 32 | AMC FOR 4th YEAR (2.6 %OF A) |
| 33 | AMC FOR 5th YEAR (3.2 %OF A) |
| 34 | Note :- Bidder has to quote rate for construction part only whereas maintenance part amount is fixed. Please Enable Macros to View BoQ information |
