Rural Development And Panchayats Department has published Tender For Up-Gradation To The Road From Sinniyagounden Valasu Road To Vattalapathy Via Odathalampathy Roadkm 0/0 - 3/280. Submission Date for this Tender is 19-06-2024. Road Work Tenders in tiruppur Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-May-2024 | Date Corrigendum | Date | 19-06-2024 |
| FileName | File Description | File Size |
| 3fbd3fc5-c37d-4d70-9f72-01fbfa01677f.html | Tender Notice | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| BOQ_210466.xls | Tender Document | 0 KB |
| Uthukuli221.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Upgradation to the Road from Sinniyagounden valasu road to Vattalapathy via Odathalampathy roadKm 0/0 - 3/280 Part A - Construction Work Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In Area of Thorny Jungle |
| 2 | Picking Old BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder) Km 0/0-1/0 |
| 5 | Km 1/0 - 2/0 |
| 6 | Km 2/0 - 3/0 |
| 7 | Km 3/0 - 3/280 |
| 8 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in subbase/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 9 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared BT surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 11 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mix Seal Surfacing - Using Waste Plastic) |
| 12 | RUMBLE STRIPS COVERED WITH BITUMINOUS SURFACE Provision of 1 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking. Km 0/0 - 1/0 |
| 13 | Km 1/0 - 2/0 |
| 14 | Km 2/0 - 3/0 |
| 15 | Km 3/0 - 3/28 |
| 16 | Providing and Fixing Logo of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing Three MS Plates of 16 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm 600mm below ground level The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 17 | PMGSY Logo Board |
| 18 | Citizen Information Board |
| 19 | Maintenance Information Board |
| 20 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro reflective sheeting shall be covered under 7 year 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) - 600mm Equilateral triangle or Size as per IRC :67-2001 |
| 21 | Chevron Sign Board |
| 22 | Reflector |
| 23 | Hazard Marker Traffic signs - Type - IV Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting 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 and 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) |
| 24 | Providing andFixing reflective roadstudsofcategoryA raised pavement markersmade outof Poly carbonate / methylmethercrylate /ABSmouldedbody confirming to ASTM D788andreflective panelswith microprismatic lenscapable ofprovidingtotalinternalreflectionof the lightenteringthe lensface withretroreflectance and chromically valuesconformingto ASTM D428. The reflective raisedpavement markersshallalsoconfirmto the MORTHcircularNoRW/NH. 33023/10*97-DO.IIIdt 11.06.97.The height, width andlength shallnot be less than15mm ,90mm and100mmandwithminimum re4flective areaof 13 sq.cm oneachside andthe slope to the base shallbe 35+/-5degree .Each reflectorshallhave aCIL notlessthanvaluesspecifiedin Table 2ofsais MORTHcircular .The strengthof detachmentof the integrated cylindricalshanks,(ofdiameternot lessthan 19+/-2mmandheight notlessthan30+/-2mm)from the bodyistobe aminimumvalue of 500Kgf. Fixing willbe by drilling holesonthe roadfor the shanksto goinside, without nailsandusing epoxy resinbasedadhesive asper manufacturersrecommandation andcomplete asdirected bythe engineer. The markershallsupport aloadof 13635 Kg testedinaccordance withASTM D4280and confirming toIRC35-2015guidelinesandMORTHspecification 804 etccomplete |
| 25 | Metal Beam Crash Barrier Type - A, "W" Double Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge |
| 26 | ROAD MARKING WITH HOT APPLIED THERMOPLASTIC COMPOUND WITH REFLECTORISING GLASS BEADS ON BITUMINOUS SURFACE Providing and Laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35. The Finished surface to be level, uniform and free from streaks and holes etc complete as per MORTH specification No :803 |
| 27 | Reinforced cement concrete M15 grade kilometre stone of standard design (size 1.65m x 0.45m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) specification Clauses 1703 |
| 28 | Reinforced cement concrete M15 grade Hectometre stone of standard design (size 0.90m x 0.15m x 0.15m) as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 29 | Dismantling of Existing CD Works at CH 7 m & CH 373 m, 460 m, 540m & 2250 m Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 30 | Dismantling of Brick Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 31 | Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs |
| 32 | Construction of 1.5 m RCC Slab Culvert atCH 373 m, 460 m, 540m & 2250 m and CH 7 m (10 m wide) & Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back fillingwith approved material. |
| 33 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. Km 0/0 - 1/0 |
| 34 | Km 2/0 - 3/0 |
| 35 | Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. Km 0/0 - 1/0 |
| 36 | Km 2/0 - 3/0 |
| 37 | Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill) Km 0/0 - 1/0 |
| 38 | Km 2/0 - 3/0 |
| 39 | Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill) Km 0/0 - 1/0 |
| 40 | Km 2/0 - 3/0 |
| 41 | Cement concrete 1:2:4 mix using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. Km 0/0 - 1/0 |
| 42 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. Km 0/0 - 1/0 |
| 43 | Km 2/0 - 3/0 |
| 44 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification Clauses 1002, 1005, 1010 & 1202. Km 0/0 - 1/0 |
| 45 | Km 2/0 - 3/0 |
| 46 | Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification. |
| 47 | Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab |
| 48 | 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 and technical specification Clauses 614, 709, 1204.3.7 Km 0/0 - 1/0 |
| 49 | Km 2/0 - 3/0 |
| 50 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. Km 0/0 - 1/0 |
| 51 | Km 2/0 - 3/0 |
| 52 | Construction of CC Pavement at CH 2065-2085m & CH 3015 - 3035 m Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS.383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification Km 2/0 - 3/0 |
| 53 | Km 2/0 - 3/0 |
| 54 | PART (B) Maintenance Routine Maintenance After completion of construction works Maintenanace I year |
| 55 | Maintenanace II year |
| 56 | Maintenanace III year |
| 57 | Maintenanace IV year |
| 58 | Maintenanace V year |
| 59 | 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) |
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