Rural Development And Panchayats Department has published Tender For Improvements Of Road Mrl04-Siruvatchi Kappalur Road To Kesani (Via) Ulakkudi- Package No Tn 16-195In Kannagudi Block Of Sivagangai District.. Submission Date for this Tender is 19-06-2024. Road Work Tenders in sivagangai Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| BOQ_209911.xls | Tender Document | 0 KB |
| 195_Doc_Kannangudi.pdf | Tender Document | 0 KB |
| aa5fc146-33d5-4778-a547-afa6971100d1.html | Tender Notice | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Improvements of road MRL04-Siruvatchi Kappalur Road to Kesani (Via) Ulakkudi- Package No TN 16-195in Kannagudi Block of Sivagangai District. |
| 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 : 1/200 - 4/950 |
| 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 : 1/200 - 4/950 |
| 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. 1/200 - 2/0 |
| 8 | Km. 2/0 - 3/0 |
| 9 | Km. 3/0 - 4/0 |
| 10 | Km. 4/0 - 4/950 |
| 11 | 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) |
| 12 | Km. 1/200 - 2/0 |
| 13 | Km. 2/0 - 3/0 |
| 14 | Km. 3/0 - 4/0 |
| 15 | Km. 4/0 - 4/950 |
| 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. 1/200 - 2/0 |
| 18 | Km. 2/0 - 3/0 |
| 19 | Km. 3/0 - 4/0 |
| 20 | Km. 4/0 - 4/950 |
| 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. |
| 22 | Km. 1/200 - 2/0 |
| 23 | Km. 2/0 - 3/0 |
| 24 | Km. 3/0 - 4/0 |
| 25 | Km. 4/0 - 4/950 |
| 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. 1/200 - 1/300 |
| 28 | Km. 2/0 - 3/0 |
| 29 | Km. 3/0 - 4/0 |
| 30 | Km. 4/0 - 4/950 |
| 31 | 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). |
| 32 | Km. 1/200 - 1/300 |
| 33 | 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]. |
| 34 | Km. 1/200 - 1/300 |
| 35 | Providing and applying Tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-solubleOrganosilane material (forming water clear solution) : 1 part water (<1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 .(ref:Mord pg.no 5-4) |
| 36 | Km. 1/300 - 2/0 |
| 37 | Km. 2/0 - 3/0 |
| 38 | Km. 3/0 - 4/0 |
| 39 | Km. 4/0 - 4/950 |
| 40 | 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 - ZYCOTHERM]. |
| 41 | Km. 1/300 - 2/0 |
| 42 | Km. 2/0 - 3/0 |
| 43 | Km. 3/0 - 4/0 |
| 44 | Km. 4/0 - 4/950 |
| 45 | Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalentin the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured. |
| 46 | Km. 1/200 - 2/0 |
| 47 | Km. 2/0 - 3/0 |
| 48 | Km. 3/0 - 4/0 |
| 49 | Km. 4/0 - 4/950 |
| 50 | 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. |
| 51 | Km. 1/200 - 2/0 |
| 52 | Km. 2/0 - 3/0 |
| 53 | Km. 3/0 - 4/0 |
| 54 | Km. 4/0 - 4/950 |
| 55 | Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface |
| 56 | Provision for Road Marker/ Road stud with lens Reflector |
| 57 | Provision for Name Board |
| 58 | Provision for PMGSY Logo Board |
| 59 | Provision for Sign Board (1 curve =2Nos) |
| 60 | Provision for Chevron Sign Octogan Board (90cm) |
| 61 | Provision for 60 cm Circle(Mandatory Sign Baoard) |
| 62 | Provision for Citizen Information Board |
| 63 | Provision for Maintenance Board |
| 64 | Provision for KM Stone |
| 65 | Provision for HM Stone |
| 66 | 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. |
| 67 | Pipe culvert at : 3095 |
| 68 | Removal of Pipes |
| 69 | Removal of Body wall |
| 70 | 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. |
| 71 | 1 Row Pipe Culvert @ Ch. 3095, |
| 72 | 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. |
| 73 | 1 Row Pipe Culvert @ Ch. 3095, |
| 74 | 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. |
| 75 | 1 Row Pipe Culvert @ Ch. 3095, |
| 76 | 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 |
| 77 | 1 Row Pipe Culvert @ Ch. 3095, |
| 78 | 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 |
| 79 | 1 Row Pipe Culvert @ Ch. 3095, |
| 80 | 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. |
| 81 | 1 Row Pipe Culvert @ Ch. 3095, |
| 82 | Providing and Laying reinforced Cement Concrete pipe NP3 for Culverts on first bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets |
| 83 | 1 Row Pipe Culvert @ Ch. 3095, |
| 84 | Construction of Gravel/Soil-aggregate Baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static rollerto achieve thedesired density, complete as per Technical Specifications Clause 401 Grading III (GSB). |
| 85 | 1 Row Pipe Culvert @ Ch. 3095, |
| 86 | 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) |
| 87 | CC Pavement @ Ch. 1675 - 1885 |
| 88 | CC Pavement @ Ch. 2810 - 3000 |
| 89 | CC Pavement @ Ch. 3000 - 3075 |
| 90 | Construction of Cell Fill Compacted 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. |
| 91 | CC Pavement @ Ch. 1675 - 1885 |
| 92 | CC Pavement @ Ch. 2810 - 3000 |
| 93 | CC Pavement @ Ch. 3000 - 3075 |
| 94 | 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. |
| 95 | Protective works@ Ch.2575 - 2650 RHS |
| 96 | 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. |
| 97 | Protective works@ Ch.2575 - 2650 RHS |
| 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 | Protective works@ Ch.2575 - 2650 RHS |
| 100 | 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 |
| 101 | Protective works@ Ch.2575 - 2650 RHS |
| 102 | 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 |
| 103 | Protective works@ Ch.2575 - 2650 RHS |
| 104 | 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 |
| 105 | Protective works@ Ch.2575 - 2650 RHS |
| 106 | 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. |
| 107 | Protective works@ Ch.1430 - 1475 LHS |
| 108 | Protective works@ Ch.3335 - 3435 LHS |
| 109 | Protective works@ Ch.3780 - 3800 LHS |
| 110 | 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. |
| 111 | Protective works@ Ch.1430 - 1475 LHS |
| 112 | Protective works@ Ch.3335 - 3435 LHS |
| 113 | Protective works@ Ch.3780 - 3800 LHS |
| 114 | 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. |
| 115 | Protective works@ Ch.1430 - 1475 LHS |
| 116 | Protective works@ Ch.3335 - 3435 LHS |
| 117 | Protective works@ Ch.3780 - 3800 LHS |
| 118 | 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 |
| 119 | Protective works@ Ch.1430 - 1475 LHS |
| 120 | Protective works@ Ch.3335 - 3435 LHS |
| 121 | Protective works@ Ch.3780 - 3800 LHS |
| 122 | Maintenance of the road |
| 123 | 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 IRCSP- 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 |
| 124 | For the First Year from the date of completion of work |
| 125 | For the Second Year from the date of completion of work |
| 126 | For the Third Year from the date of completion of work |
| 127 | For the Fourth Year from the date of completion of work |
| 128 | For the Fifth Year from the date of completion of work |
| 129 | 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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