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| 1 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification ForBox cutting for widening portion. (MORTH No. 111, 112, 301, 305, 900) |
| 2 | RoadA |
| 3 | Road B |
| 4 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - VMaterial (Bottom Layer) (MORTH No. 111, 112, 401, 900) |
| 5 | RoadA |
| 6 | Road B |
| 7 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - III Material(Top Layer) (MORTH No. 111, 112, 401, 900) |
| 8 | RoadA |
| 9 | Road B |
| 10 | Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory rollerto acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (MORTH No. 111,112, 406, 900) |
| 11 | RoadA |
| 12 | Road B |
| 13 | BM 50mm Thick Using Mini Hot Mix Plant - ProvidingandLaying50mmthickBituminousMacadamusingcourseaggregateandVG30 bitumenwhichshallconsistofconstructioninasinglecoursebase/bindercourse confirmingtothespecficationonapreviouslypreparedbase,(usingMiniHotMixPlantand PowerRoller)includingcostofmaterial,labourcharges,rentalsformachinery,fuelandall otherincidentalchargesetc.,completeasperclause 504MORTHRev-5(ForPatchWorks) (MORTH No. 111, 112, 504, 900) |
| 14 | RoadA |
| 15 | Road B |
| 16 | PrimeCoatOverWBM/WMMsurface - ProvidingandlayingPrimeCoatOverWBM/WMMsurfaceusing7KgofEmulsion Bitumen(SS1)per10sqmforpreparatorytoanotherbituminousconstructionoverit, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900) |
| 17 | RoadA |
| 18 | Road B |
| 19 | Tack Coat Over Primed Surface - ProvidingandlayingTackCoatoverWBM/WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete asper Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900) |
| 20 | RoadA |
| 21 | Road B |
| 22 | Tack Coat Over Existing BT Surface - ProvidingandlayingTackCoatOverExistingBTsurfaceusing2KgofBitumen Emulsion(RS1)per10sqmforpreparatorytoanotherbituminousconstruction overitincludingcostofmaterial,labourcharges,rentalsformachinery,fueland all other incidental charges etc., complete as perClause 503 of MORTH Rev-5e asper Clause 503 of MORTH Rev (MORTH No. 111,112,501, 503,900) |
| 23 | RoadA |
| 24 | Road B |
| 25 | DBM (Grade-I) 75mm Thick Using VG30 Bitumen - Providing, laying 75mmconsolidatedthick DenseBituminousMacadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified gradesandcrosssectionsandconsolidatedbyVibratoryRollertotherequireddensityetc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 for Grade - I (MORTH No. 111, 112, 505, 900) |
| 26 | RoadA |
| 27 | Road B |
| 28 | BC 30/40mm Thick (Grade-II) Using VG30 Bitumen -ProvidingandlayingBituminousConcreteto30/40mmthickusing0.13cumof19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heatingthebitumenandaggregatetorequiredtemperatureandmixingtheminrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite,spreadingthemixtouniformthicknessof40mmwithmechanicalpavertothe specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler,tipper trucks, Paver Finisher, Vibratory roller andallothertoolsandplantrequired,includingfuelandallotherincidentalchargesetc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 - Grade - II. (MORTH No. 111, 112, 501, 507, 900) |
| 29 | RoadA |
| 30 | Road B |
| 31 | EARTH WORK FOR BERMS INCL. COMPACTION - Earthworkexcavationinallclassesofsoilsexcepthardrockrequiringblastingand depositingonbankwithallleadsandliftsasperSS20Bincludingcostofalllabour charges,materials,tools,equipmentsandallincidentalcharges,includingcompacting with power roller, watering, including all hire and fuel charges for all tools and plants, removalofotherdeleteriousmatterandobstructions,trimmingofbottomofexcavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance. Lead for Carted Earth: 1 Km (MORTH No. 111, 112, 301, 305, 900) |
| 32 | RoadA |
| 33 | Road B |
| 34 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Box culvert and Wing wall (MORTH No.111, 112, 304) |
| 35 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 36 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 37 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 38 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 39 | Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below of Box Culvert and Wing wall, PCC Retaining wall (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 40 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 41 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 42 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 43 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 44 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Hire charges for Tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevent standard specification for Substructure ofWing Wall&Parapet. (Above Sill Level)(ABOVE SILL). (MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 45 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 46 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 47 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 48 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 49 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Hire charges for Tools and plants including all other incidental charges etc., complete for Box Culvert. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 900) |
| 50 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 51 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 52 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 53 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 54 | Supply and fabrication of STEEL Fe500/ Fe500D/ Fe550/ Fe550D grade with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. (MORTH No. 1000, 1500, 1600, 900) |
| 55 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 56 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 57 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 58 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 59 | Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) (MORTH No. 2706, 900) |
| 60 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 61 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 62 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 63 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 64 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB. (MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900) |
| 65 | RoadA - Reconstruction of Box Culvert at Km 16/10 |
| 66 | RoadB - Reconstruction of Box Culvert at Km 13/6 |
| 67 | RoadB - Reconstruction of Box Culvert at Km 14/4 |
| 68 | RoadB - Reconstruction of Box Culvert at Km 14/8 |
| 69 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 70 | Basic cost of value put to tender as per estimate |
| 71 | Add GST at 18% |
| 72 | Total Value put to Tender |
| 73 | Differnce Amount (Excess/Less) |
| 74 | Quoted Amount (Basic Rate Only) |
| 75 | Add GST at 18% of of Quoted Amount |
| 76 | Total Value of Quoted Amount Including 18% of GST |
| 77 | Basic cost of value put to tender as per Estimate |
| 78 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
