Rural Development And Panchayats Department has published Tender For Up-Gradation Of Mrl -08 Naluvasankottai - To Kalingapatty Road Via Alamanaickenpatty At Km. 0/0 - 4/710 In Kuruvikulam Block Under Pmgsy Iii - 2022-23 Pack No.Tn23150. Submission Date for this Tender is 19-06-2024. Road Work Tenders in tenkasi Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| BOQ_210063.xls | Tender Document | 0 KB |
| 0dcdba2d-4746-492d-ba92-05c6f13e5a45.html | Tender Notice | 0 KB |
| TN23150.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Upgradation of MRL -08 Naluvasankottai - to Kalingapatty Road Via Alamanaickenpatty at Km. 0/0 - 4/710 in Kuruvikulam Block under PMGSY III - 2022-23 |
| 2 | 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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle) |
| 3 | Km : 0/0 - 4/710 |
| 4 | Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 5 | Km : 0/0 - 4/710 |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Carted Earth) |
| 7 | Km. 0/0 - 1/0 |
| 8 | Km. 1/0 - 2/0 |
| 9 | Km. 2/0 - 3/0 |
| 10 | Km. 3/0 - 4/0 |
| 11 | Km. 4/0 - 4/710 |
| 12 | 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) |
| 13 | Km. 0/0 - 1/0 |
| 14 | Km. 1/0 - 2/0 |
| 15 | Km. 2/0 - 3/0 |
| 16 | Km. 3/0 - 4/0 |
| 17 | Km. 4/0 - 4/710 |
| 18 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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 (WMM). |
| 19 | Km. 0/0 - 1/0 |
| 20 | Km. 1/0 - 2/0 |
| 21 | Km. 2/0 - 3/0 |
| 22 | Km. 3/0 - 4/0 |
| 23 | Km. 4/0 - 4/710 |
| 24 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, 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. (Using Waste Plastic) |
| 25 | Km. 0/0 - 1/0 |
| 26 | Km. 1/0 - 2/0 |
| 27 | Km. 2/0 - 3/0 |
| 28 | Km. 3/0 - 4/0 |
| 29 | Km. 4/0 - 4/710 |
| 30 | Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity |
| 31 | Km. 0/0 - 1/0 |
| 32 | Km. 1/0 - 2/0 |
| 33 | Km. 2/0 - 3/0 |
| 34 | Km. 3/0 - 4/0 |
| 35 | Km. 4/0 - 4/710 |
| 36 | Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii). |
| 37 | Km. 0/0 - 1/0 |
| 38 | Km. 1/0 - 2/0 |
| 39 | Km. 2/0 - 3/0 |
| 40 | Km. 3/0 - 4/0 |
| 41 | Km. 4/0 - 4/710 |
| 42 | 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] |
| 43 | Km. 0/0 - 1/0 |
| 44 | Km. 1/0 - 2/0 |
| 45 | Km. 2/0 - 3/0 |
| 46 | Km. 3/0 - 4/0 |
| 47 | Km. 4/0 - 4/710 |
| 48 | Provision of 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 paint. |
| 49 | Km. 0/0 - 1/0 |
| 50 | Km. 3/0 - 4/0 |
| 51 | Km. 4/0 - 4/710 |
| 52 | Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface |
| 53 | Provision for Road Marker/ Road stud with lens Reflector |
| 54 | Provision for Name Board |
| 55 | Provision for PMGSY Logo Board |
| 56 | Provision for Sign Board (1 curve =2Nos) |
| 57 | Provision for Chevron Sign Octogan Board (90cm) |
| 58 | Provision for 60 cm Circle(Mandatory Sign Baoard) |
| 59 | Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker |
| 60 | Provision for Citizen Information Board |
| 61 | Provision for Maintenance Board |
| 62 | Provision for KM Stone |
| 63 | Provision for HM Stone |
| 64 | Maintenance Towards the charges for routline maintenance of the road work executed underMGSMT 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 |
| 65 | For the First Year from the date of completion of work |
| 66 | For the Second Year from the date of cpmpletion of work |
| 67 | For the Third Year from the date of completion of work |
| 68 | For the Fourth Year from the date of completion of work |
| 69 | For the Fifth Year from the date of completion of work |
| 70 | 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} |
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