Tender For Strengthening The Road From Manickapuram -Nathapatty Road. Km 0/0-1/0 ( R -282 ) At Kadavurblock In Karur District Under Nabard Ridf - 2025-26 In Package No. Tn 07 05; 1 Strengthening The Road From Manickapuram -Nathapatty road. Km 0/0-1/0 ( R -282 ) 2 Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. 3 Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete 4 Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A 5 Providing and Laying Gravel Soling tocompacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, wateringand compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. 6 Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. 7 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 8 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 9 Providing and laying Bituminious concrete to 25 mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 10 Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803 11 Construction of RCC 1.50m Slab Culvert atStrengthening the road from Strengthening The Road From Manickapuram -Nathapatty road. Km 0/0-1/0( R -282 ) 12 Earth work excavation & Depositing on bank with Initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B Including all other incidental charges such as slurring strutting, baling out water forming, protective bunds etc., complete for foundation. 13 Cement concrete 1:4:8 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer 14 C.C.1:3:6 mix using 40mm ISS HG metal including cost and conveyance of all materials to site and all labour charges etccomplete. 15 Supplying and erecting centering are strutting including neceassary supports for place surface for RCCcolumns fottings and pedestal beems crtitical pears erc.,using mild steel angles of sizes 90x60x10cmgauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of single 10cm -6.5cm space of 75cm centre to centre complete complying with standard specificatinon 16 Above Sill 17 Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification (MS rods or RTS bars will be supplied departmentally at section stores and cost will be recovered at issue rate). The binding wire will be supplied by the contractor as per clause MOST specification. 18 Cement concrete 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds 19 Reinforced Cement concrete 1:11/2:3 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer for Deck Slab. 20 Name of Work :Construction ofRetaining wall at Strengthening The Road From Manickapuram -Nathapatty road. Km 0/0-1/0 ( R -282 ) (Right Side) 21 Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with stand 22 Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate) using 40mm gauge handbroken granite tone jelly for foundation including dewatering if found ecessary thick and compacted, etc., complete. 23 Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting and shuttering and all labour charges etc. 24 Cement concrete 1:3:6 mix ( one cement three sand and six aggregate) using 40mm gauge handbroken granite tone jelly for foundation including dewatering if found ecessary thick and compacted, etc., complete. 25 Name of Work :Construction ofRetaining wall at Strengthening The Road From Manickapuram -Nathapatty road. Km 0/0-1/0 ( R -282 ) (Left Side) 26 Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with stand 27 Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate) using 40mm gauge handbroken granite tone jelly for foundation including dewatering if found ecessary thick and compacted, etc., complete. 28 Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting and shuttering and all labour charges etc. 29 Cement concrete 1:3:6 mix ( one cement three sand and six aggregate) using 40mm gauge handbroken granite tone jelly for foundation including dewatering if found ecessary thick and compacted, etc., complete. 30 Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective 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) 31 Provision for 60cm Sign Board Triangle Board 32 Provision for 90cm Chevaron Sign Octagon Board 33 Road Stud lens With Reflectors 34 Cost of HM Stone ( 650x150x100mm) 35 Cost of KM Stone(1110x350x250) In mm 36 Maintenance after completion ofwork the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance periodfor the following years. 37 For 1st Year 38 For 2nd Year 39 For 3rd Year 40 For 4th Year 41 For 5th Year 42 GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column BB for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
