Rural Development And Panchayats Department has published Tender For Upgradation Of Road From Nadappur Vettaru Bridge To Palayavalam Road Km.0/0- 3-470 Tiruvarur Block Under Pmgsy- Iii (2023 - 2024), Package No.Tn 21-402 Including 5 Years Maintenance In Tiruvarur District. Submission Date for this Tender is 19-06-2024. Road Work Tenders in Thiruvarur Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| BOQ_210257.xls | Tender Document | 0 KB |
| TN21-402_PRICE_TECH_BID.pdf | Tender Document | 0 KB |
| 257d7b96-e91e-42bb-ad95-5dd969467abd.html | Tender Notice | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Upgradation of road fromNadappur Vettaru Bridge to Palayavalam Road Km.0/0- 3-470 |
| 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- 3-470 |
| 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- 3-470 |
| 6 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | Km.0/0- 3-470 |
| 8 | 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 (Filling with Cut Earth) |
| 9 | Km.0/0- 3-470 |
| 10 | Construction embankment 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 301.5(Carted Earth ) |
| 11 | Km.0/0- 3-470 |
| 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.0/0- 3-470 |
| 17 | Construction of subgrade for 300mm depth by using picked material obtainedfrom the existing surfaceby mechanical means and then adding 50% of defict materials by using fly ash obtained from industries 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.( subgrade using fly ash to improve CBR 7 to 9)) |
| 18 | Km 0/0-1/0 |
| 19 | Km 1/0-2/0 |
| 20 | Km 2/0-3/0 |
| 21 | Km.0/0- 3-470 |
| 22 | Construction of granular sub-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 roller capacity to achieve thedesired density, complete as per Technical Specification Clause 402 Grading III |
| 23 | Km 0/0-1/0 |
| 24 | Km 1/0-2/0 |
| 25 | Km 2/0-3/0 |
| 26 | Km.0/0- 3-470 |
| 27 | 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) |
| 28 | Km 0/0-1/0 |
| 29 | Km 1/0-2/0 |
| 30 | Km 2/0-3/0 |
| 31 | Km.0/0- 3-470 |
| 32 | 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 3 as per Technical Specification Clause 405. (Grading III) |
| 33 | Km 0/0-1/0 |
| 34 | Km 1/0-2/0 |
| 35 | Km 2/0-3/0 |
| 36 | Km.0/0- 3-470 |
| 37 | 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 |
| 38 | Km.0/0- 3-470 |
| 39 | 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. |
| 40 | Km.0/0-3/030 |
| 41 | Providing, laying and rolling of close-grated premix surfacing mateial of 25 mm thickness composed of 11.2 mm to 0.9 or 13.2 mm to 0.9 mm aggregrate using penertration grate bitumen to required line, grate and level to serve as wearing course on a previosly prepared base, include mixing in a sutuable plant, laying and rolling with a three wheel 8-10 kn static roller and finishing to required level and grates as per technical specfication clauses 509. |
| 42 | Km 0/0-1/0 |
| 43 | Km 1/0-2/0 |
| 44 | Km 2/0-3/0 |
| 45 | Km.0/0- 3-470 |
| 46 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeding vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levels as per drawings and Technical Specification Clause 801 |
| 47 | logo board |
| 48 | curve board |
| 49 | Citizen board |
| 50 | Name board |
| 51 | Maintanance board |
| 52 | Provision for kilometre stones |
| 53 | Provision for Hectametre stones |
| 54 | Construction of Pipe culvert@ Ch.0/348,0/580,1/165,1/460 |
| 55 | 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. |
| 56 | Ch.0/348,0/580 |
| 57 | Ch.1/165,1/460 |
| 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 | Ch.0/348,0/580 |
| 60 | Ch.1/165,1/460 |
| 61 | 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. |
| 62 | Ch.0/348,0/580 |
| 63 | Ch.1/165,1/460 |
| 64 | Cement concrete 1 : 2 : 4 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. (Below Sill) |
| 65 | Ch.0/348,0/580 |
| 66 | Ch.1/165,1/460 |
| 67 | Cement concrete 1 : 2 : 4 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. (Above Sill) |
| 68 | Ch.0/348,0/580 |
| 69 | Ch.1/165,1/460 |
| 70 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry |
| 71 | Ch.0/348,0/580 |
| 72 | Ch.1/165,1/460 |
| 73 | 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. |
| 74 | Ch.0/348,0/580 |
| 75 | Ch.1/165,1/460 |
| 76 | Construction of 3.0m RCC Slab culvert@ Ch.1/920 |
| 77 | 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. |
| 78 | Culvert @ Ch.1/920 |
| 79 | 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. |
| 80 | Culvert @ Ch.1/920 |
| 81 | 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. |
| 82 | Culvert @ Ch.1/920 |
| 83 | Cement concrete 1 : 2 : 4 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. |
| 84 | Culvert @ Ch.0/920 Below sill |
| 85 | Culvert @ Ch.0/920Above sill |
| 86 | Cement concrete 1 : 2 : 4 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. |
| 87 | Culvert @ Ch.1/920 |
| 88 | 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. |
| 89 | Culvert @ Ch.1/920 |
| 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 | Culvert @ Ch.1/920 |
| 92 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 93 | Culvert @ Ch.1/920 |
| 94 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 95 | Culvert @ Ch.1/920 |
| 96 | 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 |
| 97 | Culvert @ Ch.1/920 |
| 98 | 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. |
| 99 | Culvert @ Ch.1/920 |
| 100 | Dismantling Existing CD works @Km. |
| 101 | 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. |
| 102 | Foundation& body wall cocrete ch |
| 103 | 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. |
| 104 | Body wall,Parapet wall Concrete |
| 105 | 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. |
| 106 | Deck Slab |
| 107 | Removing all types hume pipes and stacking within alead of 1000m including earthwork and dismantling of masonry works as per technical specification clause 202. |
| 108 | Culvert dry fixing @2/344,2/781,3/183 |
| 109 | Protective Work @ Km 2/280 R side |
| 110 | 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. |
| 111 | Protective works @ Km. 2/280 R |
| 112 | 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. |
| 113 | Protective works @ Km. 2/280 R |
| 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 @ Km. 2/280 R |
| 116 | Cement concrete 1 : 2.: 4 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. |
| 117 | Protective works @ Km. 2/280 R |
| 118 | Cement concrete 1 : 2.: 4 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. |
| 119 | Protective works @ Km. 2/280 R |
| 120 | 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 |
| 121 | Protective works @ Km. 2/280 R |
| 122 | Providing and fixing6 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 123 | Protective works @ Km. 2/280 R |
| 124 | RCC RETAINNG WALL |
| 125 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofffer dams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifications forFOUNDATION UNDER RETAING WALL. |
| 126 | Vibrated Cement Concrete of Grade M 15 Nominal Mix (1:2:4) using 20 mm size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges formixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for FOUNDATION BELOW. |
| 127 | VibratedCement Concrete of Grade M 20 Design Mix (1:1.5:3) using 20 mm & 12 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF RETAINING WALL ABOVE SILL LEVEL - |
| 128 | VibratedCement Concrete of Grade M 30 Design Mix (1:1.5:3) using 20 mm & 12 mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALL |
| 129 | Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, Fe.500 grade. |
| 130 | Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., |
| 131 | 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 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 |
| 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 & 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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