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| 1 | Clearing the light jungle on either side Road as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete.as per MORT & H 111, 112, 201 |
| 2 | Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORTHVth Revision 111, 112, 202, 303.4.3, 501 |
| 3 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900 |
| 4 | Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and layingin uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as perMORT&H Vth Revision 111, 112, 406, 900 |
| 5 | Providing and laying of Prime coat usingEmulsion bitumen (SS1 ) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 |
| 6 | Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 |
| 7 | Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk (VG 30) bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as perMORTHVth Revision 111, 112, 501, 504,900 |
| 8 | Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900 |
| 9 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for making up low berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 10 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC :8-1980(Second revision), including painting and numbering etc., and all other incidental charges etc complete. |
| 11 | Supply and fixing of Hectometre stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc complete. |
| 12 | Providing and erecting direction and place identification retro reflectorised sign made out of high intensity prismatic grade sheeting confirming to Type IV standards of IRC 67: 2012 and ASTM D 4956-09 specification andfixed over 2 mm thick aluminium sheet fixed over a backsupporting frame of 25 mm x 25 mm x 3mm mild steel angle and supported on a mild steel angle post 75 x 75x 6 mm with clear height of not less than 2.10 m from the ground level to the bottom of sign board and 0.6 m below ground level. The sign post should be painted asper IRC 67-2012 and firmly fixed to the grond by meand of properly designed foundation with M15 grade CC 45 cmx45cmx60 cm size including cost and conveyance of all materials equipment,machinary andlabour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge . High intensity retro reflectro sheet shall consist of minimum coefficent as per table 6.6 of IRC 67 2012. the retro reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 ( as per MORT&H specification No.801 (for sign having area more than 0.90 Sqm) Type - IV |
| 13 | FOR RECONSTRUCTION OF BOX CULVERT |
| 14 | Dismantlingthe existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete.as per MORT&H Vth Revision 111, 112, 202 |
| 15 | Dismantalingthe cut stone slab over culvertssalvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,complete as per MORTH Vth Revision111,112,202 |
| 16 | Dismantalingthe existing RCC slab over culverts salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,complete as per MORTH Vth Revision111,112,202 |
| 17 | Dismantalingthe RCC Pipes and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,complete as per direction of Engineer incharge. |
| 18 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION as per MORTH Vth Revision 304. |
| 19 | PlaincementconcreteM15 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 20 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 21 | Vibrated Reinforced Cement Concrete M25 (Design mix) using20mm and 12mm ISS HBG graded metalincludingcostandconveyanceofallmaterialsto work site,, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT BASE SLAB, SIDE WALLS AND TOP SLABas per MORTH Vth Revision 1000, 1500, 1700, 2100. |
| 22 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor RETURNWALL (ABOVE SILL LEVEL) as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 23 | VibratedcementconcreteM15 Grade (Nominal mix ) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor PARAPET as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 24 | Supply and fabrication of steel gradeFe-500required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting and placing the reinforcement in positionas specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per standard specification upto 16mm dia & Above 16mm diaas per MORTH Vth Revision 1000, 1600. |
| 25 | Vibrated CementConcreteM30(Design mix) with surface reinforcement using 20mm12mm and 6mm ISS HBG graded metalincludingcostandconveyanceofallmaterialsto work site, butincludingcostandlabourchargesfor formwork cost of premoulded expansion joint and fixing the same in position andcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Vth Revision1500, 1600, 1700, 2702.2 |
| 26 | Fillingthe trenchwith carted earth including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete for Box culvert, Side wall as per MORTH V Revision 304 |
| 27 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer forFormation Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 28 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 29 | Sub Total Amount for above all items (excluding GST) |
| 30 | GST 18% for above SubTotal Amount |
| 31 | Total in Figures (SubTotal + GST) |
