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| 1 | Box-CulvertEarth work in excavation of foundation of structure all kinds ofsoilwithin50m lead and 1.5m lift includingrough dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge. |
| 2 | Sand filling in foundation, plinth & trenches well watered and rammed etc. complete of approved quality from approved quarry including all cost, conveyance, labour, royalties, taxesetc as per specification etc. complete as per the direction of the Engineer-in-charge. |
| 3 | Cement concrete of M-15 levelling coarse with 40mm size in foundation and plinth clean hard black broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm.(6”)thick to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 4 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in Foundation clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 5 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in sub-structure clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 6 | Reinforcement Cement concreteM-20 Grade with 20mm and down graded using in Super-structure clean hard black broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers to the required level ramming, watering, curing etc. complete including cost and conveyance of all materials with all taxes and royalties and all labour with T&P required for the work etc. complete, including dewatering if required as per direction of the Engineer-in-charge. |
| 7 | Straightening bent up or coiled rods cutting, bending, cranking, hooking, welding or jointing (if required)the M.S.rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works andincluding cost, conveyance and taxes of M.S.rods or Tor steel and binding wires of 18 to 20gauge and labour with all T&P required for the work etc. complete in all floors(weight of binding wires/ over lapping/Wastage of rodwill not be considered for payment and payment will be made on weight of M.S.Rodsor Tor steels only) including all other specification as per the direction of the Engineer-in-Charge. |
| 8 | Back filling behind abutment wing walls & return wall using sand complete as per approved drawing & technical Specifications and as per Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 9 | Gravel backing to revetments and under neath the stone pitching as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 10 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 900, 1000 & 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P, , royalty, cess etc complete in all respect and as per direction of the Engineer-in-charge. |
| 11 | Providing Weep Holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 dia using A.C./ PVC pipe extending through te full width of the structure with slope of 1V:20H towards drawing foce including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 12 | Finishing walls applying 2 coats with water based cement paint of approved shade to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efforescence and applying paint @ of 1 litre for 2 sqm with all cost conveyance, labour and T&P etc. required for the work complete as per the direction of the Engineer-In-Charge. |
| 13 | Filling foundation and plinth with excavated materials etc. including OH & T&P including labour etc complete as per direction of the Engineer-in-Charge. (2/3rd rate of earth work in excavation of foundation etc) |
| 14 | Approach RoadClearing and grubbing road land including uprooting rank vegetation grass, bushes, shrubs, saplings and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness including all cost, conveyance of materias, labour and T&P required for the work etc complete as per the direction of the Engineer-In-Charge. |
| 15 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MoRT&H specification for Road & Bridgeworks (Latest Revision.) |
| 16 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 Km spreading, grading to required density in OMCand compacting to meet requirement of Table 300-2 and Clause 305 of MoSRT&H specification for Road & Bridge works. (4th Revision) |
| 17 | Construction of granular sub-base by providing coarse graded with Grading-IV 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 as per approved drawing and technical specifications as per Clause 401 of MoSRT&H specifications, organic soil not exceeding 150mm in thickness including all cost of materials labour T&P etc complete for Road& Bridge works(Latest Revision). |
| 18 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam base course specification including premixing the material with water at OMC in mechanical mix plant, cariage of mixed material by tipper to site, laying in uniform layers with paver in sub-basse/base ourse on well prepared surface and compacting with vibratory roller to achieve the desired density as per approved drawing and technical specifications as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 19 | Providingand applying primer coat with slow setting bitumenemulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60Kg/sqm using mechanical meansas per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification including all cost, conveyance of materias, labour and T&P required for the work etc complete as per the direction of the Engineer-In-Charge. |
| 21 | Providing laying, bituminous macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggreates specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site laid over a prevously prepared surface with a hydrostaic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tendem rollers to achive the desired compaction as Clause 504 of MOSRT&H specifications for road and bridge work (4th revision) |
| 22 | Providing laying, semi dense bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggreates specified grading premixed with bituminous binder minimum 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostaic paver finisher with smooth sheeled, vibratory and tendem rollers to achive the desired compaction as Clause 508 of MOSRT&Hcomplete including cost of all materials, taxes, labour, labour cess T&P etc. required for the work complete in all respect as directed by the Engineer-In-Charge. |
| 23 | Providing spreading moorum on road surface in layers not exeeding 0.15 m thick with watered compacted to required density in OMC with PRR with HRC of PRR etc complete including cost of all labour , labour cess T&P sundries etc as per direction of the Engineer-in-Charge. |
| 24 | Providing and laying of hot applied thermoplastic compound with reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusice of surface applied glass beads as per IRC :35 the finished surface to be lavel uniform and free from streaks and holes on bituminous surface as per Clause No.803 of MORT&H specification for Road and Bridge works etc complete. |
