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| 1 | Earth work excavation in all kind of soil including moorum and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with initial lead of 0.50 m and initial lift of 1.5m and laying in layers not exceeding to 0.30 m and breaking clods and as per direction of E-I-C |
| 2 | Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. as per direction of E-I-C |
| 3 | Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all costconveyance T & P sundries etc complete as per direction of Engineer- in-charge. |
| 4 | Cleaning the existing B.T. surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bituminous. |
| 5 | Labour for applying primer coat / tack coat including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C |
| 6 | Providind and laying \"BITUMINOUS MACADAM\" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works |
| 7 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge work. |
| 8 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete. |
| 9 | Supply and filling in foundation and plinth withriver sand, in layers including watering, with cost, conveyance, royalties, and taxes of all materials, cost of all labour, carriage of water, sundries T & p required for the work etc all complete as per the specification & direction of E-I-C |
| 10 | PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level,with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C |
| 11 | Providing and Laying Factory made Chamfered edge Cement Concrete Paver Bliocks of required strength,thickness & size/shape made by table Vibratory method , to attain superior smoth finish using PU or Equivalent moulds ,Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand , copmacting and proper embedding / laying of interlocking Paver Blocks into the sand bedding layer through vibratory compactionby using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath , parks, lawns, drive ways, or light traffic parking andLanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In -Charge. 80mmm thick C.C. Paver Blocks of M-35 grade With approved colour design Pattern etc. complete. |
| 12 | M20 grade with 20 mm down grade chips (C.B.) including Hoisting & laying including the cost of all materials labour carriage, royalty etc complete. |
