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| 1 | Clearing Light jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth.as per MORTH Rev.V 201 |
| 2 | Construction of embankment with approved material of CBR 8 with all leads and Lifts, transporting to site , Spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specifications for 95% Compaction with a lead of 17 kms as Per MORT&H 305 |
| 3 | Bypass Portion |
| 4 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 5 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 6 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 7 | Construction ofSub Grade and earthern shoulders with approved materials obtainedfrom areas shownin the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, Spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specifications for 97% Compaction with a lead of 17 kms as Per MORT&H 305 |
| 8 | Bypass Portion |
| 9 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 10 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 11 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 12 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 km and all lift as per Technical Specification clauses 301 of MORT&H specification complete and as directed by Engineer for CUTTING. |
| 13 | Bypass Portion |
| 14 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 15 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 16 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 17 | Construction of Granular sub-basethick 100mm Grade-III by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900). |
| 18 | Bypass Portion |
| 19 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 20 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 21 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 22 | Construction of Granular sub-basethick 145mm Grade-V by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900). |
| 23 | Bypass Portion |
| 24 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 25 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 26 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 27 | Providing and laying, spreading and compacting graded stone aggregates toWet Mix Macadam 250mm. thickin two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve 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.(Specification Number as per MORTH Rev.V 111,112,406,900). |
| 28 | Bypass Portion |
| 29 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 30 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 31 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 32 | Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5.(Specification Number as per MORTH Rev.V 111,112,502,900) |
| 33 | Bypass Portion |
| 34 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 35 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 36 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 37 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all otherincidental charges etc., complete as per Clause 503 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,503,900). |
| 38 | Bypass Portion |
| 39 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 40 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 41 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 42 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1)per10sqmforpreparatorytoanotherbituminousconstructionoveritincluding costofmaterial,labourcharges,rentalsformachinery,fuelandallotherincidental charges etc., complete as perClause 503 of MORTH Rev-5 .(Specification Number as per MORTH Rev.V 111,112,503,900). |
| 43 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 44 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 45 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 46 | Providing, laying 85mm consolidated thick Dense Bituminous Macadam 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 VG40 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 85mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., 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 111, 112, 505, 900 of MORTH rev-5 |
| 47 | Bypass Portion |
| 48 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 49 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 50 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 51 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 507, 900 of MORTH Rev-5 |
| 52 | Bypass Portion |
| 53 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 54 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 55 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 56 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805). |
| 57 | Bypass Portion |
| 58 | Provididing RCC M15 Grade Precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805) |
| 59 | Bypass Portion |
| 60 | Proving RCC M15 grade Boundary Stone pillars of standard design as per IRC 25-1967 and fixing in position including finishing, painting and lettering, as per MORTH specification No.807 |
| 61 | Bypass Portion |
| 62 | Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification as per MORT&H Rev.Vth 408, 409 |
| 63 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 64 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 65 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 66 | Gravel Filling Behind the MEDIAN AND ISLAND with Clean Good Gritty Gravelincluding cost and conveyance to site including labour charge for filling in layers, watering, tamping under optimum moisture contents to get the maximum density all incidental charges etc., complete as Per MORT&H 305 |
| 67 | Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)(Proposed Ch. 0.00m to 374.11m) |
| 68 | Junction Improvement at Km 2/215ARCOT - KANNAMANGALAM (SH-129) (+Junction)(Proposed Ch. 1841.920m to 2586.160m) |
| 69 | Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m) |
| 70 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 for Foundation of boxCulvert MORTHNo.111,112,304. |
| 71 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 72 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 73 | Providing Plain Cement Concrete of grade M15 using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Base Course(Without Centering). MORTH No.1000,1500, 1700 |
| 74 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 75 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 76 | Providing Vibrated Cement Concrete M20 using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Return wall andParapet Wall (With Centering).MORTH No.1000,1500,1700,2100,2200 |
| 77 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 78 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 79 | VibratedReinforced Cement Concrete of grade M25 usingISS size HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including 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 BOX CULVERT. MORTH No.1000,1500,1700,2200,2300 |
| 80 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 81 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 82 | Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.MORTH No.1000,1500,1700,2700, 2702 |
| 83 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 84 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 85 | Supplyandfabricationof Fe-500D grade steel requiredfor all RCC items of works involved intheschedule,includingcostofsteelatsiteandcostoffabricationlabourchargesfor cleaning the rods straightening,cutting, bending,tying grills, including over Laping to the required length wherever necessary and providing to the reinforcement placing the reinforcementin position as specifiedin the drawings including cost of binding wire, provision ofspacerbars,coverblocksand all otherincidentalcharges,etc., complete as per section 1600 of MORT&H Specifications (Fifth Revision). |
| 86 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 87 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 88 | Supply and fabricationof Fe-240 grade-1 steel required for all RCC items of works involved intheschedule,includingcostofsteelatsiteandcostoffabricationlabourchargesfor cleaning therods straightening,cutting,bending,tying grills,includingoverlapingtothe 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 as per section 1600 of MORT&H Specifications (Fifth Revision). |
| 89 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 90 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 91 | Providing and fixing of 100mm diaPVC SEEPAGE pipes required length for abutment and wing including cost and conveyance of all material to worksite, cost and labour for 110mm dia semi spherical backfill arrangements with 100mm broken graniate chips at the periphery and labour charges for fixing etc., complete to drain the backfill -1 NoReturn wall MORTH 2706 |
| 92 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 93 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 94 | ProvidingFILTERMEDIAbehind Return wallsfor 600mmthicknessusing filtermaterialwell packed with smaller size towardsthe soil and biggersize towardsthe wall including costandconveyance toworksite,including all laboursandotherincidental charges, etc., complete as per CI.710.1.4 & Appendix-6 of IRC: 78-2014. |
| 95 | Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4 |
| 96 | Wideningof Box Culverts @ Km 1/6, 1/8 & 138/8 |
| 97 | PCC Retaining WallEarthwork excavation in all classes of soil except hard rock requiringblastinganddepositingonbankwithallleads and lifts as per SS20B, including cost ofall other labour, equipments and all incidental charges such as balingout water,providingandmaintainingnecessarycofferdams, sheeting,shoringbracingandtheirsubsequentremoval, removalofalllogs,stumps,grubsandotherdeleterious matterandobstructions,trimmingbottomofexcavation backfilling, and clearing the site and disposal of all surplus materialsetc.,completeasperrelevantstandard specification for FOUNDATION OF RETAINING WALLSas per MORT&H Vth Revision304 |
| 98 | PCC Retaining Wall3.5m |
| 99 | Vibrated Cement Concrete M20 (1:1.5:3)using40mmISS HBG metal including cost and conveyance of all materials tositeandcostofcementatsite,includingcostof formwork,labour charges for mixing, transporting, laying, curing concrete,Working atheights, softwater, hire charges for tools and Plants, including all other incidental charges,etc.,complete forFOOTINGSOF RETAINING WALL as per MORT&H Vth Revision1000, 1500, 1700 |
| 100 | PCC Retaining Wall3.5m |
| 101 | Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Body WallofRetaining Walls as per sec.1000,1500,1700, 2200 |
| 102 | PCC Retaining Wall3.5m |
| 103 | Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and return walls including cost and conveyance of all materials to worksite and labour charges for fixing, etc., complete to drain from the backfill as per section 2706 of MORT&H Specification (Rev. V). |
| 104 | PCC Retaining Wall3.5m |
| 105 | Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per sec.1000,1500,1700 MORTH Rev. V Specification for for the Broken Parapets |
| 106 | PCC Retaining Wall3.5m |
| 107 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 108 | Sub Total Amount for above all items (excluding GST) |
| 109 | GST 18% for above SubTotal Amount |
| 110 | Total in Figures (SubTotal + GST) |
