Widening From Sl To Il Improvements Improvements To Riding Quality Reconn Of Culvert And Consn Of Retaining Wall And Drain And Widening Of Minor Bridge To Government Roads In Kuzhithurai H Construction And Maintenance Sub Divisiontnv2
Tender Overview
Project Description
Widening From Sl To Il Improvements Improvements To Riding Quality Reconn Of Culvert And Consn Of Retaining Wall And Drain And Widening Of Minor Bridge To Government Roads In Kuzhithurai H Construction And Maintenance Sub Divisiontnv2
BOQ
| Sl. No. | Item Description |
| 1 | Earthworkexcavationinallclassesofsoilsweatheredrock,softrock, SDR,rockwithoutblastinganddepositingonbank,withallleadsand lifts as per SS 20B, including cost of all labour, equipments and all other incidentalchargessuchasbailingoutwater,providingandmaintaining necessarycofferdamssheting,shoring, bracing,andtheirsubsequent removal,removalofalllogs,stumpsandotherdeleteriousmatterand obstructions, trimming bottom of excavationbackfilling, and clearing the siteanddisposalofallsurplusmaterialsetc.,complete asperrelevant standard specifation FOR Box Cutting |
| 2 | ROAD J |
| 3 | GranularSub-basewithGradedMaterial(Table:-400-1)-PlantMix Method(Constructionofgranularsub-basebyprovidingclosegraded Material,mixinginamechanicalmixplantatOMC,carriageofmixed Materialtoworksite,spreadinginuniformlayerswithmotorgraderon preparedsurfaceandcompactingwithvibratorypowerrollertoachieve the desired density, complete as per clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 4 | ROAD J |
| 5 | GranularSub-basewithGradedMaterial(Table:-400-1)-PlantMix Method(Constructionofgranularsub-basebyprovidingclosegraded Material,mixinginamechanicalmixplantatOMC,carriageofmixed Materialtoworksite,spreadinginuniformlayerswithmotorgraderon preparedsurfaceandcompactingwithvibratorypowerrollertoachieve the desired density, complete as per clause 401 ) - for grading-III Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900. |
| 6 | ROAD J |
| 7 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compactinggradedstoneaggregatetowetmixmacadamspecification includingpremixingtheMaterialwithwateratOMCinmechanicalmix plant carriage of mixed Material by tipper to site, laying in uniform layers withpaverinsub-base/basecourseonwellpreparedsurfaceand compacting withvibratory roller toachievethe desireddensity, Complete asperclause406)asperMORTHRev.VClauseNo.111,112,406& 900. |
| 8 | ROAD J |
| 9 | ROAD K |
| 10 | ROAD L |
| 11 | PrimeCoat(Providingandapplyingprimercoatwithbitumenemulsion (SS-Itype)onpreparedsurfaceofgranularBaseincludingclearingof road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM as per MORTH Rev. V Clause No. 111, 112, 900 & 502. |
| 12 | ROAD J |
| 13 | ROAD K |
| 14 | ROAD L |
| 15 | TackCoat -Providingandapplyingtackcoatwithbitumenemulsion (RS-I type) usingemulsionpressuredistributor atthe rateof 0.25kg per sqmonthepreparedbituminous/granularsurfacecleanedwith mechanicalbroomasperclause503-overgranularsurfacestreated with primer as per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 16 | ROAD J |
| 17 | ROAD K |
| 18 | ROAD L |
| 19 | Charges for cutting the B.T surface to 3 to 7cm depth, conveying the Milled waste materials to suitable site, including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers. |
| 20 | ROAD G |
| 21 | TackCoat-Providingandapplyingtackcoatwithbitumenemulsion (RS-I type) usingemulsionpressuredistributor atthe rateof 0.20kg per sqmonthepreparedbituminous/granularsurfacecleanedwith mechanicalbroomas perclause 503- overbituminous surfacesas per MORTH Rev. V Clause No. 111, 112, 503 & 900. |
| 22 | ROAD G |
| 23 | ROAD J |
| 24 | ROAD K |
| 25 | ROAD L |
| 26 | Bituminous Macadam(Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified gradingpremixedwith bituminous binder(Viscosity Grade30), transportedtosite,laidoverapreviouslypreparedsurfacewithpaver finisherto therequiredgrade,level andalignment androlled asper clauses501.6and501.7toachievethedesiredcompaction,completeas per clause 504) - as per MORTH Rev.V ClauseNo. 111,112, 501,504 & 900 - Grading II. |
| 27 | ROAD J |
| 28 | ROAD K |
| 29 | ROAD L |
| 30 | BituminousConcrete(Table 500-17)(Providingandlayingbituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed withbituminousbinder (Viscosity Grade-30) at percentagespecifiedbyJobMixFormulaofmixandfiller,transporting thehotmixtoworksite,layingwithahydrostaticpaverfinishertothe required grade, level and alignment,rolling withsmooth wheeled, vibratoryandtandemrollerstoachievethedesiredcompactionasper MORTHspecificationclauseNo.507completeinallrespects)-Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900. |
| 31 | ROAD G |
| 32 | ROAD J |
| 33 | ROAD K |
| 34 | ROAD L |
| 35 | Providing and Laying of Carted Earth including cost and conveyance of the same to work site with an average lead of 5 kms including stacking the same to departmental gauge for premeasurement including all labour charges forlaying spreading etccomplete and as directed by departmental engineers for making up of berm including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900 |
| 36 | ROAD J |
| 37 | CULVERT |
| 38 | Dismantling Culvert and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev, V Clause No.111, 112 & 202. Dismantling RR Masonry |
| 39 | ROAD E |
| 40 | Earthwork excavation inall classes of soil except soft disintegrated rock / kankar not requiring blasting andhard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. |
| 41 | ROAD A |
| 42 | Earthwork excavation in all classes of soil not requiring blastingexcept hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification forFOUNDATION OF ABUTMENTS, PIERS AND WINGS. |
| 43 | ROAD A |
| 44 | ROAD E |
| 45 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Foundation |
| 46 | ROAD A |
| 47 | ROAD E |
| 48 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS BELOW SILL LEVEL. |
| 49 | ROAD A |
| 50 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. |
| 51 | ROAD A |
| 52 | Vibrated Cement Concrete M15 grade Nominal Mix 1:2;4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for PARAPET |
| 53 | ROAD A |
| 54 | ROAD D |
| 55 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BASE SLAB OF BOX CULVERT. |
| 56 | ROAD E |
| 57 | Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT. |
| 58 | ROAD E |
| 59 | Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT |
| 60 | ROAD E |
| 61 | Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. |
| 62 | ROAD E |
| 63 | VibratedReinforced Cement Concrete of grade M25 design mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS. |
| 64 | ROAD A |
| 65 | Supply and fabrication of Fe-500 STEEL required 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, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 66 | ROAD A |
| 67 | ROAD D |
| 68 | ROAD E |
| 69 | VibratedReinforced Cement Concrete of grade M30 mesign mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB. |
| 70 | ROAD A |
| 71 | ROAD D |
| 72 | Providing and fixing KRAFT PAPER for full width of seating of deck slab andincluding cost and conveyanceto work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete. |
| 73 | ROAD A |
| 74 | VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification forWEARING COAT OVER DECK SLAB AND APPROACH SLAB. |
| 75 | ROAD A |
| 76 | Providing and fixing seepage pipes of 110mm dia. (4Kg/Sqm) PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS, - |
| 77 | ROAD A |
| 78 | ROAD E |
| 79 | FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete. |
| 80 | ROAD A |
| 81 | RETAINING WALL |
| 82 | Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OFRETAINING WALLS. |
| 83 | ROAD A |
| 84 | ROAD B |
| 85 | ROAD C |
| 86 | ROAD D |
| 87 | ROAD E |
| 88 | ROAD H |
| 89 | ROAD I |
| 90 | Plain Cement Concrete of Grade M-15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges etc; complete as per relevant standard specification for FOUNDATION |
| 91 | ROAD A |
| 92 | ROAD B |
| 93 | ROAD C |
| 94 | ROAD D |
| 95 | ROAD E |
| 96 | ROAD I |
| 97 | Plain Cement Concrete of Grade M-10 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges etc; complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTINGS OF RCC RETAINING WALLS |
| 98 | ROAD H |
| 99 | Vibrated Cement Concrete of Grade M20 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Below sill level |
| 100 | ROAD A |
| 101 | ROAD B |
| 102 | ROAD C |
| 103 | ROAD D |
| 104 | ROAD E |
| 105 | ROAD I |
| 106 | Vibrated Cement Concrete of Grade M20 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Above sill level |
| 107 | ROAD A |
| 108 | ROAD B |
| 109 | ROAD C |
| 110 | ROAD D |
| 111 | ROAD E |
| 112 | ROAD I |
| 113 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BASE SLAB RETAINING WALLS. |
| 114 | ROAD H |
| 115 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BELOW SILL LEVEL OF RETAINING WALLS. |
| 116 | ROAD H |
| 117 | Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for ABOVE SILL LEVEL OF RETAINING WALLS. |
| 118 | ROAD H |
| 119 | Plain Cement Concrete of Grade M-15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges etc; complete as per relevant standard specification for PCC PARAPET |
| 120 | ROAD H |
| 121 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule including cost of steel at site fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete (Anticorrosive coating) |
| 122 | ROAD H |
| 123 | Providing and fixing seepage pipes of 110mm dia. (4Kg/Sq.Cm) PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS, - |
| 124 | ROAD A |
| 125 | ROAD B |
| 126 | ROAD C |
| 127 | ROAD D |
| 128 | ROAD E |
| 129 | ROAD H |
| 130 | ROAD I |
| 131 | Supply and fixing of RCC guide posts of size 1.20 x 0.20 x 0.20m with Reflective star stickers with in M.S. sheet with two side packing and top cover of 0.75 inches in IRC 1:2:4 mix using 20mm.HBG ISS metal with 10mm. dia bars as vertical with 8mm. dia stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top Projection by Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc. complete. |
| 132 | ROAD A |
| 133 | ROAD B |
| 134 | ROAD C |
| 135 | ROAD D |
| 136 | ROAD E |
| 137 | ROAD I |
| 138 | Providing and laying of Carted Earth including cost and conveyence of the same to work sire with an average lead of 1km including stacking the same to departmental guage for premeasurement including all labour charges for laying spreading etc., complete and as directed by departmental engineers for filling behind protective wall including compaction by Power roller as per MORTH Rev. V Clause No 111, 112, 202, 301 to 305, 900 |
| 139 | ROAD A |
| 140 | ROAD B |
| 141 | ROAD D |
| 142 | ROAD E |
| 143 | Providing and fixing Bitumen Pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint scalants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600. |
| 144 | ROAD B |
| 145 | ROAD E |
| 146 | ROAD I |
| 147 | DRAIN |
| 148 | Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OFRETAINING WALLS. |
| 149 | ROAD C |
| 150 | ROAD D |
| 151 | ROAD F |
| 152 | ROAD I |
| 153 | ROAD K |
| 154 | ROAD L |
| 155 | Cement Concrete (1:4:8) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., |
| 156 | ROAD C |
| 157 | ROAD D |
| 158 | ROAD F |
| 159 | ROAD I |
| 160 | ROAD K |
| 161 | ROAD L |
| 162 | Vibrated Cement Concrete (1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., |
| 163 | ROAD C |
| 164 | ROAD D |
| 165 | ROAD F |
| 166 | ROAD I |
| 167 | ROAD K |
| 168 | ROAD L |
| 169 | Vibrated Cement Concrete (1:2:4) using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., |
| 170 | ROAD C |
| 171 | ROAD D |
| 172 | ROAD F |
| 173 | ROAD I |
| 174 | ROAD K |
| 175 | ROAD L |
| 176 | Cement Concrete(1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., |
| 177 | ROAD C |
| 178 | Vibrated Cement Concrete (1:1.5:2) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., |
| 179 | ROAD C |
| 180 | Vibrated Cement Concrete of grade M30 75mm thick using 25mm, 12mm, 6mm IRC HBG metal including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying hirecharges for tools and plants compacting curing with all leads for soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT. |
| 181 | ROAD C |
| 182 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule including cost of steel at site fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete |
| 183 | ROAD C |
| 184 | ROAD F |
| 185 | VibratedReinforced Cement Concrete of grade M30 mesign mixusingISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB. |
| 186 | ROAD C |
| 187 | ROAD F |
| 188 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 189 | Basic cost of value put to tender as per estimate |
| 190 | Add GST at 12% |
| 191 | Total Value put to Tender |
| 192 | Negotiated Percentage |
| 193 | Final Negotiated Value |
| 194 | Add GST at 12% of Final Negotiated Value |
| 195 | Total Value of Contract Including 12% of GST |
| 196 | Basic cost of value put to tender as per Estimate |
| 197 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
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