Tender For Junction improvements at km 16/2 of Bargur State Highways (01-CRIDP 25-26-S-136) (SLM-121); 1 Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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,bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materialsetc.,complete as per standard specification for Boxing as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision 2 Construction of granular sub-base 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 - for Grading- IIIMaterial 3 Construction of granular sub-base 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 - for Grading- VMaterial 4 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including pre-mixing the materials with water at OMC in mechanical 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 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 111, 112, 406 & 900 of MORTH Rev-5. 5 Providing and laying Prime Coat over WBM/WMM surface using 7Kg 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 111, 112, 501, 502 & 900 of MORTH Rev-5 6 Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) 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 111, 112, 501, 503 & 900 of MORTH Vth Revision 7 Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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 111, 112, 501, 503 & 900 of MORTH Rev-5. 8 Providing, laying 75 mm 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 and with 71.30Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen,aggregate and mixing the min the required temperature in Central Hot Mix Plant20-30 tonc apacity, conveying the mix by tipper trucks to worksite,spreading the mix to uniform thickness of 75mm using paver to the specified grades and cross sections and compacted byVibratory /Pneumatic Roller to the requireddensity etc., including labour for attending topaver at site etc.,including hire and fuel charges for20-30 ton CMP with bitumen boiler, tipper trucks,PaverFinisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5- Grading I 9 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm 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 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 504 of MORTH Rev-5 Grading II. 10 Providing and laying Bituminous Concrete to 30/ 40mm 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 50.30 kgs of VG30 bitumen for premixing per 10 sqm 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 to the required density etc., including labour for attending to paver at 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 clause111, 112, 501, 507 & 900 of MORTH Rev-5 (Grading-II) 11 Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of gradeM20 (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 12 Filling kerb median centre portion by using Cut Earth including cost and conveyance to site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete- as per clause 304 & 2907 of MORTH Vth revision.Cut earth labour charges only 13 Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. For Hire and Labour charges only 14 Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and corss sections shown in the drawings or as indicated by the engineer disposal the earth for average lead of 2 Km. 111, 112, 201, 202, 301 to 305, 900 of MORTH Vth Revision 15 Earth work excavation in all classes of soil 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 deterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of Box Culvert, Wing wall as per MORTH standard specifications 304,407. 16 Construction of Box Culvert at km 16/2 17 Plain Cement Concrete (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per MORTH standard specifications 1000,1500,1700,2100. 18 Construction of Box Culvert at km 16/2 19 Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications .as per MORTH Rev. V Specification Nos.100,1000,1500,1700,2100 20 Construction of Box Culvert at km 16/2 21 Vibrated Reinforced Cement Concrete in M25 (Design Mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of For box culvert .as per MORTH Rev. V Specification1000,1500,1600,1700,2200. 22 Construction of Box Culvert at km 16/2 23 Supply and fabrication of Fe-500/500D/550/550D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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, Fe-500 grade-1 MT as per MORTH Rev. V Specification Nos.1009,1600 24 Construction of Box Culvert at km 16/2 25 Filling with using excavated earth soil including cost and conveyance of the same to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete as per specifications MORT&HRev.-V Sl. No.304(Labour charges Only) 26 Construction of Box Culvert at km 16/2 27 Calculation of SubTotal, GST and Total Amount carried out by system automatically 28 Basic cost of value put to tender as per estimate 29 Add GST at 18% 30 Total Value put to Tender 31 Negotiated Percentage 32 Final Negotiated Value 33 Add GST at 18% of Final Negotiated Value 34 Total Value of Contract Including 18% of GST 35 Basic cost of value put to tender as per Estimate 36 Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
