Rural Works Department has published Tender For Construction Of Kanheigola To Uperdiha From Ch.0/000 Km. To Ch. 1/600 Km. With Construction Of Bridge Over Local Nallah At 0/180 Km. On Kanheigola To Uperdiha Road (Span 3 X 10.77 Mtr., Open Foundation) Under Dmf In The District Of Keonjh. 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 |
| FileName | File Description | File Size |
| bd03afa0-04d1-4fef-8cfb-7cc33dd33b2a.html | Tender Notice | 0 KB |
| BOQ_500823.xls | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Tendernotice_2.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | 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.. |
| 4 | 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). |
| 5 | 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. |
| 6 | 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. |
| 7 | Collecting,Supplyingand Spreading moorumin shoulder of 150mm thick complete including cost carriage of material and hire charges of PRR but excluding the charges of GST etc. complete as per the direction of Engineer-In-Charge |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | Providing and laying reinforced cement concrete pipe NP3 for culvertsincludingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the 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 | Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial 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. |
| 42 | Earthwork in excavation in cutting in hard rock 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 Enngineer in Charge. |
| 43 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth |
| 44 | Plain Cement Concrete M15 Grade using 40mm down graded chips in Foundation and Plinth |
| 45 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure |
| 46 | Foundation |
| 47 | Abutment & Pier Shaft |
| 48 | Abutment & Pier Cap |
| 49 | DIRT Wall |
| 50 | Wearing Coat - Mastic Asphalt |
| 51 | Approach Slab |
| 52 | Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth |
| 53 | DECK SLAB |
| 54 | Railing & Post |
| 55 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 56 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications. |
| 57 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 58 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 59 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications… |
| 60 | GRANULAR MATERIAL |
| 61 | SANDY MATERIAL |
| 62 | Providing and fixing 15 cm dia & 1.00m longRCC Guard posts including all costs & conveyance etc complete. |
| 63 | Providing fitting and fixing of expansion joint |
| 64 | Providing Cement Concrete (1:3:6) etc complete |
| 65 | Providing and laying Tar paper |
| 66 | 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 |
| 67 | Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) |
| 68 | Loosening of the ground uptoa level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision). |
| 69 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, 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 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 70 | Providing, laying, spreading & compacting graded stone aggregate toWet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 71 | Providing and applying Primer coat with bitumen emulsion on prepared surface ofgranular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 72 | Providing and applying Tack coat with bitumen emulsion on prepared surfaceincluding clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 73 | Providing & 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) Page-169 Item-45 |
| 74 | Providing & laying Semi Dense Bituminous Concrete with 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 site, laying with a 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 508 of MoSRT&HSpecifications for road and bridge works (4th Revision)Page-175 item - 47 |
| 75 | Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr.. |
| 76 | 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. |
| 77 | Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge. |
| 78 | Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge. |
| 79 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth |
| 80 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 81 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 82 | Earth work in excavation of fondation in all kinds of soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 83 | 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. |
| 84 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. |
| 85 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge. |
| 86 | 1000 mm dia Single row |
| 87 | Plaincement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 88 | Plaincement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. |
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