}

Tender For Strengthening Of Ayandur -Puravadai Road Km 0/0 - 3/350 In Mugaiyur Block., viluppuram-Tamil Nadu

Rural Development And Panchayats Department has published Tender For Strengthening Of Ayandur -Puravadai Road Km 0/0 - 3/350 In Mugaiyur Block.. Submission Date for this Tender is 03-09-2025. Road Work Tenders in viluppuram Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

50722364
Tender For Strengthening Of Ayandur -Puravadai Road Km 0/0 - 3/350 In Mugaiyur Block.
Tender
Indian
Tamil Nadu
Viluppuram
03-09-2025

Tender Details

Tender For Strengthening Of Ayandur -Puravadai Road Km 0/0 - 3/350 In Mugaiyur Block.; 1 Strengthening of Ayandur -Puravadai Road KM 0/0 - 3/350 2 Clearing the Scrub jungle including all labour charges for burrying and burning etc., 3 Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m 4 Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 B 5 Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction 6 Km 0/0 - 1/0 7 Km 1/0 - 2/0 8 Km 2/0- 3/0 9 Km 3/0-3/350 10 Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). 11 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. 12 Providing and laying 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 13 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 Clause 503 of MORTH Rev-5 14 Providing and laying 50mm consolidated thick bituminous macadam using 0.20 cum fo 26.50- 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37 Kgs of VG30/ 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification.(Bituminous Macadam 50mm thick Using Vibratory Roller) 15 BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic WasteProviding and laying Bituminous Concrete to 25/30/40mm 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 46.28kgs of VG30 bitumen and 4.02Kgs of Waste Plastic (6%) 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 40mm 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 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 507 of MORTH Rev-5 16 Provisionof rumble strips covered with premix bituminous carpet, 15 - 20 mm high at centre, 250 mm wide placed at 1 m center-to-centre at approved locations to control speed, marked with white strips of road marking paint.Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 17 Provision for Kilometer stone 18 Provision for Hectometer Stone 19 60 cm Equilateral triangle cautionary signboard 20 Construction of 6.00 m RCC Slab culvert@ 0/150m 21 Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc 22 Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor Levelling course 23 Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation 24 Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor Superstructure 25 Reinforced cement concrete 1:1.5:3 mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab 26 Reinforced cement concrete 1:1.5:3 mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for Deckslab 27 Centering B/GL 28 Centering A/GL 29 Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works 30 Providing and fixing20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 31 Providing and fixingTar Paper for bearing Between Bed Block & Deck slab 32 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing 33 Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, 34 Provision for photo charges 35 Name board charges 36 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}

Key Value

Document Fees
Refer document
EMD
INR 257000.0 /-
Tender Value
INR 2.56 Crore /-

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