Rural Development And Panchayats Department has published Up-Gradation Of Road From Mrl15-Alagapuram-Viludhudaiyan -Rajendrapattinam Road Km 0/0-4/0 In Andimadam Block Under Pmgsy– Iii ( Batch -1)- 2023-24 Package No : Tn 30-148. Submission Date for this Tender is 19-06-2024. Road Work Tenders in ariyalur Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| bf7e0ba3-db8b-42ef-a757-68a37dadd238.html | Tender Notice | 0 KB |
| TN30148Technicalbid.pdf | Tender Document | 0 KB |
| BOQ_210186.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| TN30148Pricebid.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | 1.Upgradation of road from MRL15-Alagapuram-Viludhudaiyan -Rajendrapattinam Road KM 0/0-4/0 Clearing and Grubing Road Land Clearing and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees ofgirth upto 300m, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201. |
| 2 | Scarifying the existing bituminous road surface to a depth of 150 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 | Km 0/0- 1/000 |
| 5 | 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 . (Gravel shoulder) |
| 6 | Km 0/0- 1/000 |
| 7 | Km 1/0- 2/000 |
| 8 | Km 2/0- 3/000 |
| 9 | Km 3/0- 4/000 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadamspecification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on a well prepared surface and compacting with vibratory roller to achieve the desired density.. |
| 11 | Km 0/0- 1/000 |
| 12 | Km 1/0- 2/000 |
| 13 | Km 2/0- 3/000 |
| 14 | Km 3/0- 4/000 |
| 15 | 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 MORD Technical Specification Clause 502 |
| 16 | Km 0/0- 1/000 |
| 17 | Km 1/0- 2/000 |
| 18 | Km 2/0- 3/000 |
| 19 | Km 3/0- 4/000 |
| 20 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at therate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502. |
| 21 | Km 0/0- 1/000 |
| 22 | Km 1/0- 2/000 |
| 23 | Km 2/0- 3/000 |
| 24 | Km 3/0- 4/000 |
| 25 | Bituminous Macadam Using Plastic Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous and PMB Cubes (Bit Plast), transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 26 | Km 0/0- 1/000 |
| 27 | Km 1/0- 2/000 |
| 28 | Km 2/0- 3/000 |
| 29 | Km 3/0- 4/000 |
| 30 | New Technology - MSS (PMB)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. |
| 31 | Km 0/0- 1/000 |
| 32 | Km 1/0- 2/000 |
| 33 | Km 2/0- 3/000 |
| 34 | Km 3/0- 4/000 |
| 35 | Provision of Rumble strips with premixBituminous carpet Providing Rumble Strips covered with Premix Bituminous Caropet 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint .. |
| 36 | Km 0/0- 1/000 |
| 37 | Km 1/0- 2/000 |
| 38 | Km 2/0- 3/000 |
| 39 | Km 3/0- 4/000 |
| 40 | Providing and laying of hot applied thermoplastic compound 2.50mm thick including refletorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH&H specification No.803.. |
| 41 | Km 0/0- 1/000 |
| 42 | Km 1/0- 2/000 |
| 43 | Km 2/0- 3/000 |
| 44 | Km 3/0- 4/000 |
| 45 | Providing and fixing Name Board |
| 46 | Providing and Fixing "Logo" of PMGSY Project |
| 47 | Providing and Fixing "Citizen information Board"of PMGSY Project |
| 48 | Providing and Fixing Maintenance Board of PMGSY Project |
| 49 | Providing and Fixing of Cautionary,mandatory and informatory sign Board . |
| 50 | Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting conformation to IRC-67:2010 & ASTM D, Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc., complete including 7 years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification (as per MORT & spec. No. 801) |
| 51 | Triangleboard |
| 52 | 60CMCirculat (Mandatory) Sign board |
| 53 | Chevron Signs 90cms Octogen (Curves) board |
| 54 | Road Marker / Road stud with lens Reflector |
| 55 | KilometreStone Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 56 | Ordinary Kilometer Stone (Precast) |
| 57 | 200 m stone (precast) |
| 58 | Construction of1.50m Span R.C.C.Slab Culvert @ Ch. 005, 2650 & 3950 m. |
| 59 | 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 unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 60 | Culvert @ Ch.3/600,4/120 |
| 61 | Removal of Deck, Abutment & Wings |
| 62 | Culvert @ Ch.3/600,4/120 |
| 63 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 64 | Culvert @ Ch.0/005 |
| 65 | Culvert @ Ch.2/650 |
| 66 | Culvert @ Ch.3/950 |
| 67 | 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. |
| 68 | Culvert @ Ch.0/005 |
| 69 | Culvert @ Ch.2/650 |
| 70 | Culvert @ Ch.3/950 |
| 71 | Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 72 | Culvert @ Ch.0/005 |
| 73 | Culvert @ Ch.2/650 |
| 74 | Culvert @ Ch.3/950 |
| 75 | Cement concrete 1 : 2 : 4 mix using 20mm 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 level) |
| 76 | Culvert @ Ch.0/005 |
| 77 | Culvert @ Ch.2/650 |
| 78 | Culvert @ Ch.3/950 |
| 79 | Cement concrete 1 : 2 : 4 mix using 20mm 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 level) |
| 80 | Culvert @ Ch.0/005 |
| 81 | Culvert @ Ch.2/650 |
| 82 | Culvert @ Ch.3/950 |
| 83 | 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. |
| 84 | Culvert @ Ch.0/005 |
| 85 | Culvert @ Ch.2/650 |
| 86 | Culvert @ Ch.3/950 |
| 87 | 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.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 88 | Culvert @ Ch.0/005 |
| 89 | Culvert @ Ch.2/650 |
| 90 | Culvert @ Ch.3/950 |
| 91 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 92 | Culvert @ Ch.0/005 |
| 93 | Culvert @ Ch.2/650 |
| 94 | Culvert @ Ch.3/950 |
| 95 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 96 | Culvert @ Ch.0/005 |
| 97 | Culvert @ Ch.2/650 |
| 98 | Culvert @ Ch.3/950 |
| 99 | 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 |
| 100 | Culvert @ Ch.0/005 |
| 101 | Culvert @ Ch.2/650 |
| 102 | Culvert @ Ch.3/950 |
| 103 | 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. |
| 104 | Culvert @ Ch.0/005 |
| 105 | Culvert @ Ch.2/650 |
| 106 | Culvert @ Ch.3/950 |
| 107 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m |
| 108 | For the First Year from the date of completion of work |
| 109 | For the Second Year from the date of cpmpletion of work |
| 110 | For the Third Year from the date of completion of work |
| 111 | For the Fourth Year from the date of completion of work |
| 112 | For the Fifth Year from the date of completion of work |
| 113 | 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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