Rural Development And Panchayats Department has published Tender For Mrl 36-Palayamkottai-Aruppukottai Road To Idaichayoorani And A.Chokkalingapuramvia Karisalkulam,Kandasamypuram And Attrankarai Road Km. 0/000 - 4/0 Vilathikulam Panchayat Union Of Package No Tn 25-125. Submission Date for this Tender is 19-06-2024. Road Work Tenders in Vilathikulam Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-May-2024 | Change of BOQ for Thoothukudi District-PMGSY III-Batch-I 2023-24PackageNoTN 25-126 | BOQ | 19-06-2024 |
| FileName | File Description | File Size |
| 81a935f4-d52c-40fc-8c90-b5df3e04c746.html | Tender Notice | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| 126VklmTechbid.pdf | Tender Document | 0 KB |
| BOQ_210333.xls | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | MRL 36-Palayamkottai-Aruppukottai Road To Idaichayoorani And A.ChokkalingapuramVia Karisalkulam,Kandasamypuram And Attrankarai Road Km. 0/000 - 4/0 Vilathikulam Panchayat Union of Package No TN 25-125 |
| 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 - 4/000 |
| 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 - 4/000 |
| 6 | 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 |
| 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 | Construction of Embankment with Gravel & fly ash 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 (Strengthening Of Shoulder) |
| 12 | Km. 0/0 - 1/0 |
| 13 | Km. 1/0 - 2/0 |
| 14 | Km. 2/0 - 3/0 |
| 15 | Km. 3/0 - 4/0 |
| 16 | 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). |
| 17 | Km. 0/0 - 1/0 |
| 18 | Km. 1/0 - 2/0 |
| 19 | Km. 2/0 - 3/0 |
| 20 | Km. 3/0 - 4/0 |
| 21 | 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. (Waste Plastic) |
| 22 | Km. 0/0 - 1/0 |
| 23 | Km. 1/0 - 2/0 |
| 24 | Km. 2/0 - 3/0 |
| 25 | Km. 3/0 - 4/0 |
| 26 | 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 |
| 27 | Km. 0/0 - 1/0 |
| 28 | Km. 1/0 - 2/0 |
| 29 | Km. 2/0 - 3/0 |
| 30 | Km. 3/0 - 4/0 |
| 31 | Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii). |
| 32 | Km. 0/0 - 1/0 |
| 33 | Km. 1/0 - 2/0 |
| 34 | Km. 2/0 - 3/0 |
| 35 | Km. 3/0 - 4/0 |
| 36 | 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]. |
| 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 | 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. |
| 42 | Km. 2/0 - 3/0 |
| 43 | Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface |
| 44 | Provision for Road Marker/ Road stud with lens Reflector |
| 45 | Provision for Name Board |
| 46 | Provision for PMGSY Logo Board |
| 47 | Provision for Sign Board (1 curve =2Nos) |
| 48 | Provision for Chevron Sign Octogan Board (90cm) |
| 49 | Provision for 60 cm Circle(Mandatory Sign Baoard) |
| 50 | Metal Bracket with type IX Flotoscent Prismatic reflective Sheeting |
| 51 | Provision for Citizen Information Board |
| 52 | Provision for Maintenance Board |
| 53 | Provision for KM Stone |
| 54 | Provision for HM Stone |
| 55 | Construction of 1.5 m SPAN RCC Slab culvert at Ch 15, 115, 250, |
| 56 | 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. |
| 57 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 58 | 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. |
| 59 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 60 | 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. |
| 61 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 62 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shutteringwherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works |
| 63 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 64 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shutteringwherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works |
| 65 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 66 | 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. |
| 67 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 68 | 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. |
| 69 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 70 | 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. |
| 71 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 72 | Providing and fixing20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 73 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 74 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 75 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 76 | 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 |
| 77 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 78 | 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. |
| 79 | 1.5m Culvert @ Ch. 15, 115, 250, |
| 80 | Construction of 15 m Retaining wall at Ch2900 |
| 81 | 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. |
| 82 | Protective works@ Ch.2900 - 2915 LHS |
| 83 | 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. |
| 84 | Protective works@ Ch.2900 - 2915 LHS |
| 85 | Cement concrete 1 : 2.5 : 5 mix using 40mm 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. |
| 86 | Protective works@ Ch.2900 - 2915 LHS |
| 87 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shutteringwherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works |
| 88 | Protective works@ Ch.2900 - 2915 LHS |
| 89 | Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shutteringwherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works |
| 90 | Protective works@ Ch.2900 - 2915 LHS |
| 91 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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 |
| 92 | Protective works@ Ch.2900 - 2915 LHS |
| 93 | Routine Maintenance after completion of work |
| 94 | Towards the charges for routine maintenance of the road work executedunder Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM& HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and asdirected by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost. |
| 95 | For the First Year from the date of completion of work |
| 96 | For the Second Year from the date of completion of work |
| 97 | For the Third Year from the date of completion of work |
| 98 | For the Fourth Year from the date of completion of work |
| 99 | For the Fifth Year from the date of completion of work |
| 100 | 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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