Rural Development And Panchayats Department has published Tender For Improvements Of Mrl51-Cc Road To Thideerkuppam Via Usambadi, Mallavadi, Soranthai Adc, Thideerkuppam Km 0/0 - 1/805 And Km 3/813 - 5/528 With 5 Years Maintenance In Package No.Tn24-261 Thurinjapuram Block Of Tiruvannamalai District Under P. Submission Date for this Tender is 19-06-2024. Road Work Tenders in Tiruvannamalai Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| BOQ_210173.xls | Tender Document | 0 KB |
| 424f6971-d20e-4afc-b784-9f2ac092a180.html | Tender Notice | 0 KB |
| Tender_Document_TN24261.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Road - 1 : Upgradation of MRL51-CC Road to Thideerkuppam Via Usambadi, Mallavadi, Soranthai ADC, Thideerkuppam |
| 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. |
| 3 | KM 0/0 - 1/805 & 3/813 - 5/528 |
| 4 | 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. |
| 5 | KM 0/0 - 1/805 & 3/813 - 5/528 |
| 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 - 1/805 |
| 9 | KM3/813 - 4/0 |
| 10 | KM 4/0 - 5/0 |
| 11 | KM 5/0 - 5/528 |
| 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 - 1/805 |
| 15 | KM3/813 - 4/0 |
| 16 | KM 4/0 - 5/0 |
| 17 | KM 5/0 - 5/528 |
| 18 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial 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 rollerto achieve the desired density |
| 19 | KM 0/0 - 1/0 |
| 20 | KM 1/0 - 1/805 |
| 21 | KM3/813 - 4/0 |
| 22 | KM 4/0 - 5/0 |
| 23 | KM 5/0 - 5/528 |
| 24 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 25 | KM 0/0 - 1/0 |
| 26 | KM 1/0 - 1/805 |
| 27 | KM3/813 - 4/0 |
| 28 | KM 4/0 - 5/0 |
| 29 | KM 5/0 - 5/528 |
| 30 | 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. |
| 31 | KM 0/0 - 1/0 |
| 32 | KM 1/0 - 1/805 |
| 33 | KM3/813 - 4/0 |
| 34 | KM 4/0 - 5/0 |
| 35 | KM 5/0 - 5/528 |
| 36 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 |
| 37 | KM 0/0 - 0/100 |
| 38 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type Cas per Technical Specification Clause 510 |
| 39 | KM 0/0 - 0/100 |
| 40 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using PMB Cubes @ 2.336 kg/10 sqm and Bitumen VG 30 12.26-4 kg per 10 sqm 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 80- 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 41 | KM 0/100 - 1/0 |
| 42 | KM 1/0 - 1/805 |
| 43 | KM3/813 - 4/0 |
| 44 | KM 4/0 - 5/0 |
| 45 | KM 5/0 - 5/528 |
| 46 | Providing and laying seal coat using PMB Cubes @ 1.568 kg/10 sqm and and Type C as per Technical Specification Clause 510. Bitumen VG 30 8.232 kg per 10 sqm) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B |
| 47 | KM 0/100 - 1/0 |
| 48 | KM 1/0 - 1/805 |
| 49 | KM3/813 - 4/0 |
| 50 | KM 4/0 - 5/0 |
| 51 | KM 5/0 - 5/528 |
| 52 | 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. |
| 53 | KM 0/0 - 1/0 |
| 54 | KM 1/0 - 1/805 |
| 55 | KM3/813 - 4/0 |
| 56 | KM 4/0 - 5/0 |
| 57 | KM 5/0 - 5/528 |
| 58 | Construction of CC Pavement@ Ch:4/323 - 4/483 |
| 59 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial 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 rollerto achieve the desired density |
| 60 | Construction ofCell FillCompacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding25 mm minimumcement content of 375 kg per cum, mixing in concrete mixerat 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. |
| 61 | Provision for CD Works 1.50m RCC Slab culvert @ Ch:1/642 |
| 62 | 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. |
| 63 | 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. |
| 64 | 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. |
| 65 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 66 | 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. |
| 67 | 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. |
| 68 | 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. |
| 69 | Below Sill Level |
| 70 | Above Sill Level |
| 71 | 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. |
| 72 | 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. |
| 73 | 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. |
| 74 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 75 | Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating. |
| 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 | 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. |
| 78 | Provision for CD Works 1.50m RCC Slab culvert @ Ch:4/320 & 4/393 |
| 79 | 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. |
| 80 | 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. |
| 81 | 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. |
| 82 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 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 | 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. |
| 85 | 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. |
| 86 | Below Sill Level |
| 87 | Above Sill Level |
| 88 | 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. |
| 89 | 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. |
| 90 | 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. |
| 91 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 92 | Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating. |
| 93 | 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 |
| 94 | 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. |
| 95 | Provision for Protective work @ Ch:3/838 - 3/888 LHS |
| 96 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 97 | 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. |
| 98 | 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. |
| 99 | 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. |
| 100 | Below Ground Level - Footing |
| 101 | Above Ground Level - Body Wall |
| 102 | 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 |
| 103 | Provision for Protective work @ Ch:4/083 - 4/143 LHS |
| 104 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 105 | 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. |
| 106 | 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. |
| 107 | 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. |
| 108 | Below Ground Level - Footing |
| 109 | Above Ground Level - Body Wall |
| 110 | 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 |
| 111 | Construction of Hardbed @ Ch:4/363 |
| 112 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 113 | 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 |
| 114 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III |
| 115 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial 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 rollerto achieve the desired density |
| 116 | Providing Concrete for plain/reinforced concrete in open foundations, Sub structure Cement concrete 1: 2.5: 5 mix using 40mm HBG metal including 5 watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., as per drawings and technical specifications clause 802, 803, 1202 & 1203 as directed. |
| 117 | Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed. |
| 118 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 |
| 119 | Provision for Kilometre Stones |
| 120 | Provision for Hectametre Stones |
| 121 | Provision for Guard Stone in the all culverts |
| 122 | Providingandlaying ofhot applied Thermoplasticcompound2.5mm thick including reflectorising glass beads @ 250 gms persqmarea,thicknessof2.5mm isexclusive ofsurface applied glass beadsas perIRC:35.Thefinished surface tobelevel, uniformandfreefromstreaksandholesetccompleteasperMORT&Hspecification No.803 |
| 123 | Road Marking |
| 124 | Providingand erectingof Retro-ReflectorisedCautionary,MandatoryandInformatorysigns {withdefinitionboard)madeoutofHighIntensityPrismaticGradeSheetingconfirmingto Type-IVstandardsof IRC-67:2012 and ASTM D4956 —09, specificationand fixed over 2mm thickAluminiumsheetfixedoverabacksupportingframeof 25mmx25mmx3mmMildSteel angleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnotless than2. lOmfromthegroundleveltothebottomofthesignboardand0.60mbelowground level.ThesignpostshouldbepaintedasperIRC67-2012andfirmlyfixedtothegroundby meansofproperlydesignedfoundationwithM15gradecementconcrète45cmX45cmX60cm sizeincludingcostandconveyanceofallmaterials,equipment,Machineryandlabourwith allleads andlifts, loading charges necessary for satisfactory completion of thework as directedbytheengineerincharge.HighintensityRetro-Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012.The retro- reflective sheetingshallbecoveredunder7yearwarrantyissuedforfieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasper IRC67:2012 (as per MORT&HSpecificationNo.801) |
| 125 | 60cm equilator triangular Cautionary signBoard |
| 126 | 60cm circular mantatory |
| 127 | Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way.Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees) |
| 128 | Provision for Citizen board |
| 129 | Provision for Logo board |
| 130 | Provision for Name board |
| 131 | Provision for PMGSY Maintenance Board |
| 132 | For the First Year from the date of completion of work |
| 133 | For the Second Year from the date of cpmpletion of work |
| 134 | For the Third Year from the date of completion of work |
| 135 | For the Fourth Year from the date of completion of work |
| 136 | For the Fifth Year from the date of completion of work |
| 137 | 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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