Rural Works Department has published Construction Of Road From Bhilai To Benadati In Chandol More Panchayat (L-2.00Km). Submission Date for this Tender is 24-04-2023. Road Work Tenders in pakur Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearinggrassandremovalofrubbishuptoadistanceof50 metres outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | ClearingandGrubbingRoadLand(Clearingandgrubbingroad landincludinguprootingrankvegetation,grass,bushes,shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cutearlieranddisposalofunserviceablematerialsandstackingof serviceablematerialtobeusedorauctioneduptoaleadof1000 metres includingremovalanddisposalof toporganic soilnot exceeding 150 mm in thickness.) By Manual means with In area of light jungle |
| 3 | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) |
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. |
| 5 | Construction of Embankment with Material Deposited from Roadway Cutting (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 table 300-2) Rolling with smooth wheeled roller |
| 6 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (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 within all lifts and lead upto 1000m) |
| 7 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) (By Mix in Place Mathod) With Grading-III Material |
| 8 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material 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 well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 9 | Prime coat Over WMM/WBM(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.). |
| 10 | Tack Coat on Granular Surface Treated withPrimer( Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom) as per Technical Specification Clause 503. |
| 11 | Tack Coat on Bituminous Surface ( Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom) as per Technical Specification Clause 503. |
| 12 | Bituminous Macadam for Grading II with VG-30 Grade PackedBitumen ( Providing and laying bituminous macadam100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction).Bituminous Macadam for Grading II (19 mm Nominal size) |
| 13 | Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Semi-Dense Bituminous Concrete for Grading II (10 mm Nominal size) |
| 14 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 15 | 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 M30 (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 lines and grade as per drawingand Technical Specification Clause 1501 |
| 16 | Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) |
| 17 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast) |
| 18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar |
| 19 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatorysignasperIRC:67madeofhighintensitygrade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mmfirmlyfixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801. 80 mm x 60 mm rectangular |
| 20 | Providinganderectingdirectionandplaceidentificationsofsemi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back withred reflective border of 70 mm width and required message,letters,figureswithreflectiveengineeringgradetapeas per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on backfirmlyfixedtothegroundbymeansofproperlydesigned foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 21 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 22 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing,removalofstumpsandotherdeleteriousmatter,dressingof sides and bottom, backfilling in trenches with excavated suitable material. |
| 23 | Plain/Reinforcedcementconcreteinopenfoundationcompleteasper drawing and Technical Specifications (P.C.C. Grade M-15) |
| 24 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Random Rubble Stone Masonary in C.M. (1:3) in foundation |
| 25 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry Work in Cement Mortar 1:3 in S/S |
| 26 | Plain/ReinforcedCementConcreteonTopofWallcompleteasper Drawing and Technical Specifications. (P.C.C. Grade M-15) |
| 27 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment,wingwall/returnwallwith100mmdiaACpipe,extending throughthefullwidthofthestructurewithslopeof1V:20Htowards drawing foce. Complete as per drawing and Technical Specifications |
| 28 | Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications |
| 29 | Providingandlayingofdryrubbleflooringcompleteasperdrawingsandtechnical specifications Clause 2506 |
| 30 | StoneMasonry WorkinCementMortar 1:3in Foundationcomplete asper Drawing and Technical Specifications.. Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation |
| 31 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort )sub-structure |
| 32 | Plain/Reinforcedcementconcreteinsub-structurecompleteasperdrawingand Technical Specifications (P.C.C. Grade M-20) |
| 33 | Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification (R.C.C. Grade M-25 in Deck Slab) |
| 34 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 35 | Supplying,fittingandplacingHYSDbarreinforcementinsub-structurecompleteas per drawing and technical specifications |
| 36 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. |
| 37 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200 |
| 38 | Good & Service Tax (GST) |
| 39 | Labour Cess |
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