Rural Works Department has published Tender For Construction Of Ranipada To Nolla From 0/000 Km. To 1/100 Km. With Construction Of H.L. Bridge Over Local Nallah Of Span (2 X 22.36 Mtr., 2 X 22.36 Mtr., 3 X 10.77 Mtr.) Under Dmf In The District Of Keonjhar. (Open Foundation). Submission Date for this Tender is 30-04-2024. Bridge Work Tenders in keonjhar Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-Mar-2024 | Date | Other | 20-04-2024 |
| 2 | 20-Apr-2024 | Extension of Date | Date | 30-04-2024 |
| Sl. No. | Item Description |
| 1 | Part-I (Road) |
| 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 by manual means 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 201but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. |
| 3 | Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table300-2for embankment construction and Clause 305 of MoSRT&H SpecificationsforRoad & Bridge works (Latest Revision )but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specificationsfor Road & Bridge works (4th revision)but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.. |
| 5 | Construction of embankment with approved materials deposited at sitefrom roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 anddirection of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 6 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge. |
| 7 | Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 of MOSRT&H specifications for road and Bridges work. |
| 8 | Supplying and filling moorum of approved quality including watering to complete saturation and ramming complete with all leads and lifts including cost, conveyance, royality and taxes of all materials and cost of all labour and T&P required for the work etc. complete as per specification and direction of Engineer-in-Charge. |
| 9 | Providing , Laying, spreading and compacting gradedstone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge. |
| 10 | 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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the workhire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 11 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specificationfor road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 12 | Providing & laying Semi Dense Bituminous Concretewith batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with ahydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specificationsfor Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc requiredas per specification & direction of Engineer-in-Charge. |
| 13 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. |
| 14 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 15 | CementConcrete of proportion(1:3:6) in foundation and floorsby using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge. |
| 16 | 600 mm dia Single row |
| 17 | 1000 mm dia Single row |
| 18 | Supplying and fittingsteel reinforcement works using HYSD as per approved drawing & technical specifications ad as per section -1600 of MORTH specifications for road & bridge works (Latest Revision)but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 19 | PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 20 | Foundation |
| 21 | Sub-Structure |
| 22 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 23 | Foundation |
| 24 | Substructure |
| 25 | Superstructure |
| 26 | Providingand laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge. |
| 27 | 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 structureswithslope of1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge. |
| 28 | Direction and Place Identification signs more than 0.9sqm size board,1200mmX1800mm |
| 29 | Asset Board |
| 30 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2.00mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm M.S Angel mounted of 2 nos. of M.S Angel of size75m x 75mm x 6mm and 2.85 mtr. toal height firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C. |
| 31 | 1200x900mm Direction/Place Indication Sign Board |
| 32 | 600x450mm Village Name Board |
| 33 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixedposition including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD. Boundary Pillar but excluding the charges of GST etc completeas per specification & direction of Engineer-in-Charge. |
| 34 | Reinforced cement concrete M15 grade Kilometer stone/ local stoneof standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge. |
| 35 | Fixing ofKm. Stone |
| 36 | 200 mm Stone (Precast) |
| 37 | Providing & fixing Retro-Reflectorised cautionary, mandatory and informatory sign as per IRC-67 made of Class-B type-IV Retro-Reflective sheeting fixed over 2 mm thick Allumium sheeting vide clause 801-3, 3 mm / 4 mm thick Alluminium compsite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 3 mm angel mounted on a mile steel angel of size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per Section-12 of IRC-67 including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C. |
| 38 | 600mm equilateral triangle |
| 39 | 600mm Circular |
| 40 | 900mm Octagon |
| 41 | Part-II (Bridge-1) |
| 42 | Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table300-2for embankment construction and Clause 305 of MoSRT&H SpecificationsforRoad & Bridge works (Latest Revision )but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. |
| 43 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specificationsfor Road & Bridge works (4th revision)but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.. |
| 44 | Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 of MOSRT&H specifications for road and Bridges work. |
| 45 | Providing , Laying, spreading and compacting gradedstone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge. |
| 46 | 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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the workhire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 47 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specificationfor road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 48 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&HSpecifications for road and bridge works (4th Revision) |
| 49 | Providing & laying Semi Dense Bituminous Concretewith batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with ahydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specificationsfor Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc requiredas per specification & direction of Engineer-in-Charge. |
| 50 | Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Engineer in Charge. |
| 51 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. etc complete as per the direction of the Enngineer in Charge. |
| 52 | Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc and stacking the blasted debris clear of work within 50m lead etc complete as per the direction of the Enngineer in Charge. |
| 53 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 54 | CementConcrete of proportion(1:3:6) in foundation and floorsby using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge. |
| 55 | Foundation |
| 56 | PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 57 | Sub-Structure |
| 58 | Supplying and fittingsteel reinforcement works using HYSD as per approved drawing & technical specifications ad as per section -1600 of MORTH specifications for road & bridge works (Latest Revision)but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 59 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 60 | Railing & Post |
| 61 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure |
| 62 | Foundation |
| 63 | Abutment & Pier Shaft |
| 64 | Pier & Abutment Cap |
| 65 | Retaining Wall / Wing Wall |
| 66 | Dirt Wall |
| 67 | SuperStructure |
| 68 | Approach Slab |
| 69 | Wearing Coat |
| 70 | Providingand laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge. |
| 71 | Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplyingcinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required. |
| 72 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications… |
| 73 | GRANULAR MATERIAL |
| 74 | SANDY MATERIAL |
| 75 | 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 structureswithslope of1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge. |
| 76 | Providing ,fitting, fixing neoprene bearing including cost & taxes etc. |
| 77 | Providing ,fitting, fixing of drainage spout |
| 78 | Providing and fixing 15 cm dia & 1.00m longRCC Guard posts including all costs & conveyance etc complete. |
| 79 | Providing fitting and fixing of Stripseal expansion joint |
| 80 | Fixing anchor bars upto 25mm to38mm dia to the foundation of piers & abutments after drilling holes grouting with cement mortar as per approved proportion etc all complete but excluding cost of rods. |
| 81 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 82 | Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 83 | Part-II (Bridge-2) |
| 84 | Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table300-2for embankment construction and Clause 305 of MoSRT&H SpecificationsforRoad & Bridge works (Latest Revision )but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. |
| 85 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specificationsfor Road & Bridge works (4th revision)but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.. |
| 86 | Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 of MOSRT&H specifications for road and Bridges work. |
| 87 | Providing , Laying, spreading and compacting gradedstone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge. |
| 88 | 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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the workhire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 89 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specificationfor road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 90 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&HSpecifications for road and bridge works (4th Revision) |
| 91 | Providing & laying Semi Dense Bituminous Concretewith batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with ahydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specificationsfor Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc requiredas per specification & direction of Engineer-in-Charge. |
| 92 | Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Engineer in Charge. |
| 93 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. etc complete as per the direction of the Enngineer in Charge. |
| 94 | Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc and stacking the blasted debris clear of work within 50m lead etc complete as per the direction of the Enngineer in Charge. |
| 95 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 96 | CementConcrete of proportion(1:3:6) in foundation and floorsby using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge. |
| 97 | Foundation |
| 98 | PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 99 | Sub-Structure |
| 100 | Supplying and fittingsteel reinforcement works using HYSD as per approved drawing & technical specifications ad as per section -1600 of MORTH specifications for road & bridge works (Latest Revision)but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 101 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 102 | Railing & Post |
| 103 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure |
| 104 | Foundation |
| 105 | Abutment & Pier Shaft |
| 106 | Pier & Abutment Cap |
| 107 | Retaining Wall / Wing Wall |
| 108 | Dirt Wall |
| 109 | Superstructure |
| 110 | Approach Slab |
| 111 | Providing & laying 25 mm thick mastic asphaltwearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.20 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515 of MoSRT&H Specifications for Road& Bridge work (4th Revision) Page-186 item - 54 |
| 112 | Providingand laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge. |
| 113 | Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplyingcinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required. |
| 114 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications… |
| 115 | GRANULAR MATERIAL |
| 116 | SANDY MATERIAL |
| 117 | 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 structureswithslope of1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge. |
| 118 | Fixing of anchoring bars upto 25mm to 38mm diain foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in chargeexcluding cost of M.S. rods . |
| 119 | Providing and fixing 15 cm dia & 1.00m longRCC Guard posts including all costs & conveyance etc complete. |
| 120 | Providing fitting and fixing of Stripseal expansion joint |
| 121 | Providing ,fitting, fixing neoprene bearing including cost & taxes etc. |
| 122 | Providing ,fitting, fixing of drainage spout |
| 123 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 124 | Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 125 | Part-II (Bridge-3) |
| 126 | Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table300-2for embankment construction and Clause 305 of MoSRT&H SpecificationsforRoad & Bridge works (Latest Revision )but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. |
| 127 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads,transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specificationsfor Road & Bridge works (4th revision)but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.. |
| 128 | Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 of MOSRT&H specifications for road and Bridges work. |
| 129 | Providing , Laying, spreading and compacting gradedstone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge. |
| 130 | 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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the workhire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 131 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specificationfor road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 132 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&HSpecifications for road and bridge works (4th Revision) |
| 133 | Providing & laying Semi Dense Bituminous Concretewith batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with ahydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specificationsfor Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc requiredas per specification & direction of Engineer-in-Charge. |
| 134 | Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 135 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. etc complete as per the direction of the Enngineer in Charge. |
| 136 | Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes cost of explosive fuse, detonator, etc and stacking the blasted debris clear of work within 50m lead etc complete as per the direction of the Enngineer in Charge. |
| 137 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 138 | CementConcrete of proportion(1:3:6) in foundation and floorsby using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge. |
| 139 | Foundation |
| 140 | PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 141 | Sub-Structure |
| 142 | Supplying and fittingsteel reinforcement works using HYSD as per approved drawing & technical specifications ad as per section -1600 of MORTH specifications for road & bridge works (Latest Revision)but excluding the charges of GSTincluding cost conveyance etc required as directed by Engineer-in-charge. |
| 143 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the worketc. complete as per specification & direction of Engineer in charge. |
| 144 | Railing & Post |
| 145 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure |
| 146 | Foundation |
| 147 | Abutment & Pier Shaft |
| 148 | Pier & Abutment Cap |
| 149 | Dirt Wall |
| 150 | Deck slab |
| 151 | Approach Slab |
| 152 | Providing & laying 25 mm thick mastic asphaltwearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.20 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515 of MoSRT&H Specifications for Road& Bridge work (4th Revision) Page-186 item - 54 |
| 153 | Providingand laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge. |
| 154 | Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplyingcinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required. |
| 155 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications… |
| 156 | GRANULAR MATERIAL |
| 157 | SANDY MATERIAL |
| 158 | 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 structureswithslope of1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge. |
| 159 | Providing and fixing 15 cm dia & 1.00m longRCC Guard posts including all costs & conveyance etc complete. |
| 160 | Providing fitting and fixing of Stripseal expansion joint |
| 161 | Providing ,fitting, fixing of drainage spout |
| 162 | Fixing of anchoring bars upto 25mm to 38mm diain foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in chargeexcluding cost of M.S. rods . |
| 163 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 164 | Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
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