Public Works Department-PWD has published Tender For Construction Of Road From Swaroopganj To Dari With Bridge Work. Submission Date for this Tender is 30-09-2023. Road Work Tenders in bhilwara Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Sep-2023 | Pre-Bid-Meeting | Other | 29-09-2023 |
| 2 | 29-Sep-2023 | DATE EXTEND | Date | 30-09-2023 |
| Sl. No. | Item Description |
| 1 | Part A : Foundation Earth work in excavation for foundation of structure complete with all lift,dewatering,shoring andshuttering etc.including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth upto 3 metre In ordinary soil |
| 2 | Ifthepilecaprestsongroundaddforlevellingcourseasper MoRTH Specification : 1100, 1500 & 1700 |
| 3 | Boredcast-in-situR.C.C.pilewithdesignmixconcreteusing batching plant, transit mixer and concrete pump, excluding reinforcement complete as per drawing and technical specificationsandremovalofexcavatedearthwithallliftsand lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. . 1000mm dia Pile RCC Grade M -35(Design mix) |
| 4 | Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing and technical specification as per MoRTH Specification : 1100, 1500 & 1700 RCC Grade M -35 |
| 5 | Addifthe bottom level ofpile capisbelowthe watertable,for underwaterconcreting/dewaterning/shoring,[MoRTH Specification: 1100(N),1500(N),1700(N)] |
| 6 | Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600 TMT Steel reinforcement in Foundation |
| 7 | Load testing of piles. |
| 8 | Intial and routine test for vertical load testing of pile |
| 9 | For lateral load testing of pile |
| 10 | Part B : Substructure Providing and laying Cement concrete for plain/reinforced concreteinopenfoundation/Substructureasperdrawingand technicalspecificationasperMoRTHSpecification:Section 1500, 1700 & 2100 including form work at any level. RCC Grade M -35 |
| 11 | Upto 5 mtr. Height |
| 12 | Above 5 metre & upto 10 metre height |
| 13 | Above 10 metre height |
| 14 | Steelreinforecemnt in substructure completeas per MoRTH Specification : Section 1600 TMT Steel reinforcement in sub structure |
| 15 | Supplying,fitting&fixinginpositontruetoline& level,ElastromericBearing conforming to IRC:83(Part II-Section IX) complete including all acce-ssories as per drawing & technical specification as per MoRTH Specfication Section 2000 |
| 16 | ProvidingPVCpipeWeepholes110mmdiainMasonry/Plain ConcreteConcrete/.Reinfor/.ReinforcedcedConcreteConcrete abutmabutment,ent,wingwingwall/returnwall/returnwallwall compcompletelete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 17 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy Material |
| 18 | Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504 |
| 19 | Part C : Superstructure Cement concrete for prestressed concrete in superstructre at any level with steel formwork and scaffolding complete as per drawing and technical specification as per MoRTH Specification: 1500 & 1700 M 45 grade Girder and slab superstructure. |
| 20 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT steel bar in Super Structure |
| 21 | Providing and laying High Tensile Steel wires/strands at any level includingallaccessoriesforstressing,stressingoperationsand groutingcompleteasperdrawingandtechnicalspecifications. [MoRTH specification : 1800] |
| 22 | Providingandlayingbituminousconcreteasperdesignmixon prepared surface with specified graded stone as per table 500 - 18 forwearingcourseincludingloadingof aggregatewithF.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregatesinhotmixplant40-60TPHTransportingthemix material with tipper to paver and laying with sensor paver finisher (asperclause507.3.5)totherequiredlevel,gradesandrolling withvibratorycompactorandpneumatictyredroller150-250 KN,TP= 0.7MPa,to achieve the desireddensity (approvedby thedepartment) excludingcost of primer/tack coat(MoRTH Specification : Clause -509,112) with all lead 50 - 65 mm compacted thicknesswith 5.5%binder grading-1 with lead of mix material 1Km (a) With straight run bitumen grade VG30 |
| 23 | Providingandapplyingtackcoatwithbitumenemulsiononthe prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled ortowedbitumenpressuresprayerequippedforsprayingthe materialuniformlyatspecifiedratesandtemperaturesasper MoRTH specification CI.503,112 Add extra to above item per 0.75 Kg extra in emulsion per 10 sqm |
| 24 | P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete |
| 25 | Providingandlayingofastripsealexpansionjointcateringto maximumhorizontalmovementupto70mm,completeasper approveddrawingsandstandardspecificationsto beinstalledby the manufacturer/supplierortheirauthorisedrepresentative ensuring |
| 26 | Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700 M 40 grade T-beam and slab superstructure |
| 27 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. PCC Grade M -15 for Approach Slab |
| 28 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. For Approach Slab R.C.C. grade M30 |
| 29 | Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503 Boulder/Quarry stone not less than 40 kg in weight, in wire crates, 3x1.5x1.25 metre with wire diametre not less than 4mm mesh not more than 150mm. |
| 30 | Part D: Bridge Approaches Providingandlayingbituminousconcreteasperdesignmixon prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound,whereverrequired)and3%cementfillerwith aggregatesinhotmixplant40-60TPHTransportingthemix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department)excludingcostofprimer/tackcoat(MoRTH Specification : Clause -509,112) with all lead 0-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix Material (a) With straight run bitumen grade VG30 |
| 31 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead (a) using bitumen grade (VG-30) |
| 32 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600-3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103 & IS : 6925) as approved, curing compound, finishing to lines and grades as per drawing including joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa). |
| 33 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 Add extra to above item per 0.75 Kg extra in emulsion per 10 sqm |
| 34 | PrimecoatProvidingandapplyingprimercoatoverprepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for sprayingthe materialuniformlyatspecifiedratesandtemperaturesincluding cleaning of road surface as per MoRTH specification CIause- 502,112 Add extra to above item per 1.0 Kg Extra in Emulsion per 10 Sqm |
| 35 | Providing and laying granular sub-base material having P.I.not more than6,includingcompactedthicknessandconsolidationby8-10 tonnepowerrolleratOMCto achievedesireddensity to required camberandgradeincludingcostofwaterandhirechargesof machinery,includingT&Pandallleadofmaterialfromquarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 25. i)To achieve 100% Proctor density |
| 36 | Providing, laying, spreading andcompacting crushedgraded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed materialbyTippertosite,layingin uniformlayerswithmotor grader/F.E.Loader/paverfinisherinsubbase/basecourseona wellpreparedunderbaseandcompactingwithvibratoryrollerto achieve the desired density including lighting, guarding, barricading andmaintanceofdiversionetc.(MoRTHspecification : Clause 406)bymechanicalmeanswith all lead |
| 37 | Construction of embankment with approved material obtained from borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with lead 50 mtr to - 500mtr |
| 38 | Construction of embankment with approved material obtained from borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with lead500mtr to 1000 mtr |
| 39 | Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm aboveroad/groundlevel,fixedonISMCserieschannelvertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15mbelowgroundlevel,allsteelpartsandfitmentstobe galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364,metalbeamrailtobefixedontheverticalpostwitha space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 |
| 40 | Part E: Road Furniture Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. |
| 41 | Supply of mandatory/regulatory reflective sign boards fixed on 3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thick MS sheet with stove enamelled paint and reflective symbol. |
| 42 | 600 mm circular |
| 43 | Stop signs 900 mm octagon |
| 44 | Give way signs 900 mm equilateral triangle |
| 45 | Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 mm fixed on two posts of size 40 mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white / red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 46 | Providing and Fixing of Retro Reflectorised 300 x 900 mm Hazard Marker sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 30 x 90 cm Rectangle. Size 30 x 90 cms. Rectangle |
| 47 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 48 | Providing and fixing CAT’s eye made of aluminium alloy size 75x100x22mm having 21 biconvex lenses embedded in circular disk of AS plastic on each side on road surface complete including all material, labour, diversion. |
| 49 | Supply of Shevron sign of size 600x450 mm made out of aluminum sheet 2 mm thick both side with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mm dia, plate is covered by high intensity grade retro-reflective sheeting and black reflective arrow, complete in all respect. |
| 50 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803 |
| 51 | Part F: Retaining Wall Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth upto 3 metre |
| 52 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawingandtechnicalspecificationasperMoRTH Specification:Section1500,1700&2100including form work at any level. PCC M15 Grade |
| 53 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. "RCC Grade M30 |
| 54 | Providing and fabricating steel reinforcement at any levelincludingcutting,binding,placinginposition and binding complete in foundation as per drawing andtechnicalspecificationasperMoRTH Specification : Section: 1600 TMT Steel reinforcement in Foundation |
| 55 | Filter media behind abutment, wing wall and return wall,completeasperdrawingandtechnical specification as per MoRTH Specification : Clause:2504 |
| 56 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy Material |
| 57 | Providing PVC pipe Weep holes 110mm dia in Masonry /Plain Concrete Concrete /.Reinfor/. Reinforcedced Concrete Concrete abutmabutment,ent, wingwing wall/return wall /return wall wall comp complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 58 | ProvidingandlayingspecifiedAproncompleteas per drawing and technical specification as per MoRTH Specification : Clause: 2503 Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65) |
| 59 | ProvidingandlayinggradedstoneaggregateFilter Material underneath pitching on slopes complete as per drawing and technical Specification as per MoRTH Specification : Clause 2504 |
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