Rural Development And Panchayats Department has published Tender For Thoothukudi Dt - Pmgsy Iii 21-22 Pkg No Tn 25-110 Mrl29-Veerapatti - Muthalipatti Road Via Keelanambipuram In Pudur Block. Submission Date for this Tender is 10-11-2022. Road Work Tenders in thoothukudi Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | MRL29-Veerapatti - Muthalipatti Road via Keelanambipuram roadKm 0/0-4/8 Pudur Panchayat Union of Package No TN 25-110 |
| 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 earlier and 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 Technical Specification Clause 201. |
| 3 | Km0/0-4/8 |
| 4 | 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 00 m as per Technical Specification Clause 301.4 |
| 5 | Km0/0-4/8 |
| 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 (Sub Grade) |
| 7 | Km0/0-1/0 |
| 8 | Km1/0-2/0 |
| 9 | Km2/0-3/0 |
| 10 | Km3/0-4/0 |
| 11 | Km4/0-4/800 |
| 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 | Km0/0-1/0 |
| 14 | Km1/0-2/0 |
| 15 | Km2/0-3/0 |
| 16 | Km3/0-4/0 |
| 17 | Km4/0-4/800 |
| 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II) |
| 19 | Km0/0-1/0 |
| 20 | Km1/0-2/0 |
| 21 | Km2/0-3/0 |
| 22 | Km3/0-4/0 |
| 23 | Km4/0-4/800 |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading III) |
| 25 | Km0/0-1/0 |
| 26 | Km1/0-2/0 |
| 27 | Km2/0-3/0 |
| 28 | Km3/0-4/0 |
| 29 | Km4/0-4/800 |
| 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 | Km0/0-1/0 |
| 32 | Km1/0-2/0 |
| 33 | Km2/0-3/0 |
| 34 | Km3/0-4/0 |
| 35 | Km4/0-4/800 |
| 36 | Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical means Surface Dressing Bottom Layer SURFACE DRESSING Nominal chipping size 13.2mm |
| 37 | Km0/0-1/0 |
| 38 | Km1/0-2/0 |
| 39 | Km2/0-3/0 |
| 40 | Km3/0-4/0 |
| 41 | Km4/0-4/800 |
| 42 | Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical means Surface Dressing Bottom Layer SURFACE DRESSING Nominal chipping size 9.5mm |
| 43 | Km0/0-1/0 |
| 44 | Km1/0-2/0 |
| 45 | Km2/0-3/0 |
| 46 | Km3/0-4/0 |
| 47 | Km4/0-4/800 |
| 48 | Provision of Rumble strips with premix Bituminous carpet Provision of 15 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 paint. |
| 49 | Km0/0-1/0 |
| 50 | Km1/0-2/0 |
| 51 | Km4/0-4/800 |
| 52 | Providing and fixing Name board |
| 53 | Providing and Fixing "Logo" of PMGSY Project |
| 54 | Provision for Sign Board (1 curve =2Nos) |
| 55 | Provision for Chevron Sign Octogan Board (90cm) |
| 56 | Provision for Mandatory Sign Board |
| 57 | Provision for Reflector |
| 58 | Providing and Fixing "Citizen information Board" of PMGSY Project |
| 59 | Providing and Fixing "Maintenance information Board" of PMGSY Project |
| 60 | Kilometre Stone Reinforced cement concrete M15 grade 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 |
| 61 | Ordinary Kilometer Stone (Precast) |
| 62 | 200 m stone (precast) |
| 63 | Construction of 1.5 m SPAN RCC Slab culvert at ch 1900 |
| 64 | 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. |
| 65 | 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. |
| 66 | 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 including centering and shuttering. |
| 67 | Cement concrete 1 : 2 : 4 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.For Footings as 4% Rate for Centering Works |
| 68 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 69 | 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. |
| 70 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding costof Reinforcement andfabricating 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. |
| 71 | 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. |
| 72 | Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 73 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 74 | 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 |
| 75 | 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. |
| 76 | Construction of 1.5 m SPAN RCC Slab culvert at ch 3050 |
| 77 | 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. |
| 78 | 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. |
| 79 | 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 including centering and shuttering. |
| 80 | Cement concrete 1 : 2 : 4 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.For Footings as 4% Rate for Centering Works |
| 81 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 82 | 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. |
| 83 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding costof Reinforcement andfabricating 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 | 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. |
| 85 | Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 86 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 87 | 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 |
| 88 | 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. |
| 89 | Construction of 75 m Retaining wall at ch 0 |
| 90 | 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. |
| 91 | 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. |
| 92 | 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 including centering and shuttering. |
| 93 | Cement concrete 1 : 2 : 4 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.For Footings as 4% Rate for Centering Works |
| 94 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 95 | 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 |
| 96 | Construction of Toe wall 250 metres at ch 1500 |
| 97 | 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. |
| 98 | 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. |
| 99 | 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 including centering and shuttering. |
| 100 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 101 | Construction of Toe wall 600 metres at ch 2200 |
| 102 | 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. |
| 103 | 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. |
| 104 | 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 including centering and shuttering. |
| 105 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 106 | Construction of Paver Road 400 m at ch 4400 |
| 107 | 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. |
| 108 | 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. |
| 109 | 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 including centering and shuttering. |
| 110 | Cement concrete 1 : 2 : 4 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.For STEM as 10% Rate for Centering Works |
| 111 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II) |
| 112 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading III) |
| 113 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.(Grade M40) for traffic 100-250vehicles (three wheeler and more). |
| 114 | Routine Maintenance after completion of work |
| 115 | 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. |
| 116 | For the second six months from the date of completion of work |
| 117 | For the second yearfrom the date of completion of work |
| 118 | For the thirdyearfrom the date of completion of work |
| 119 | For the fourthyearfrom the date of completion of work |
| 120 | For the fifthyearfrom the date of completion of work |
| 121 | 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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