|
| 1 | Dismantling of exsiting old brick on edging |
| 2 | Excavation in Soil (any type) using Hydraulic ExcavatorCK90Excavationwithhydraulic excavatorof0.9cumbucketcapacityincluding cutting trimmingbottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lift and combined lead up to 60 mtr. |
| 3 | Scarifyingthe existing Bituminousroad surfaceto a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 meters. |
| 4 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications |
| 5 | Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixingin a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting withvibratorypowerrollertoachievethedesired density,complete as per technical clause 401 of MORT&H specifications |
| 6 | Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 7 | Providing, laying, spreading and compacting stone aggregates of Grading I (63-45 mm stone metal) to water bound macadam specification including spreadingin uniformthickness, hand packing, rolling with smooth wheeled rolle8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to therequired density complete as pertechnical clause 404 of MORT&H specifications |
| 8 | Providing, laying, spreading and compacting stone aggregates of Grading II (53-22.4 mm stone metal) to water bound macadam specification including spreadingin uniformthickness, hand packing, rolling with smooth wheeled rolle8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to therequired density complete as pertechnical clause 404 of MORT&H specifications |
| 9 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications |
| 10 | Providing and applying tack coat with penetration gradebitumen VG-10 using bitumen pressure distributor at the rate of0.40 kg per sqm on the prepared bituminous surface/ granular surface treated with prime coat after cleaning the surface complete as per technical specifications |
| 11 | Providing,laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity,finished to requiredlevel and grades complete as per technical clause 510 of MORT&H specifications |
| 12 | Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications |
| 13 | ConstructionofShoulderswithearthobtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as pertechnicalclause305ofMORT&H specifications |
| 14 | Road marking with hot applied thermoplastic compound2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 15 | Raising of Existing Drain as per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 16 | Constn. Of Side Drain (0.45×0.45 mtr.) covered with RCC Slab as per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 17 | Constn. Of Side Drain (0.45×0.45 mtr.) as per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 18 | Constuction of 600mm dia HPC (NP-3) human pipe culvert as per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 19 | Constuction of 1 mtr. Span Slab Culvertas per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 20 | Constuction of 1.5 mtr. Span Slab Culvertas per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 21 | Replacement of existingHPC culvert with Constn of 1.50 mtr span slab culvertas per design provided by Engineer in charge complete in all respect as per PWD Specifications |
| 22 | Reconstn. of 6 mtr Span Slab Culvertincluding road diversion & dismentalling of existin 4.00 mtr wide narrow culvert as per standard drawing and design complete in all respect as per PWD Specifications |
| 23 | Providing&erecting\"W\"typemetalbeamcrash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mmspaced2mtrcentretocentre 1.80mtrhigh,1.1mtrbelowroadorgroundlevel, all steel parts and fitments to be galvanized by hot dipprocess,allfittingstoconformtoIS:1367& IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground withvertical hydraulic self driving machine for verticalpostcompleteasperapproveddrawings and technical clauseIRC: 119-2015. |
| 24 | Reinforced cement concrete M-15 grade 5th kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 25 | Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 26 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 27 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technicalclause 806 of MORT&H specifications |
| 28 | Nabard Project Board 1500x900 mm rectangular consisting 14SWG MS sheet with 25x25x3mm angle iron frame jointed to main frame with 50x5mm flat and supported on two MS hollow square pipe 75mm 16SWG as per drawing and firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete in all respect including painting and lettering mentioning detail of the project. |
| 29 | Providing and Fixing Citizen Informataory board 2x900x900 rectangular consisting 2Nos. 14 SWG MS sheet with 25x25x3mm angle iron frame jointed to main frame with 50x5mm flast and supported ontow MS hollow square pipe 75mm 16SWG as per drawing and firmly fixed to ground in foundation concrete 1:2:4 of size 0.60x0.60x0.75m for vertical post complete in all respect including painting and lettering mentioning complete detail of the project to the citizens. |
| 30 | Cautionary sign board 600x600x600mm triangular asperIRC67-2012 with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover3mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.25to0.3mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mmangle ironsupported on a square hollow steel section post60x60x3.2mmmm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.60mforverticalpost complete as per clause 801 ofMORT&H specifications.Suppliershallprovidea warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 31 | Mandatory sign board 600mm circular as perIRC 67- 2012withhighintensityMicroprismatic graderetro reflectiveSheeting asperASTMD 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mmthickaluminiumCompositematerial(ACM) sheetinghavingaluminiumskinthicknessof0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frameof25x25x3mmangleiron supported onasquare hollow steel section post 60x60x3.2mm conformingto IS 4923without cost ofdefinitionplatefirmlyfixedtogroundin foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause801ofMORT&Hspecifications.Supplier shallprovideawarranty asperclause6.9of IRC 67-2012forretroreflectivesheeting &acertified copy of test reports from an independent test laboratoryconformingtoclause6.7ofIRC67- 2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 32 | Informatory signboard 800x600mmrectangular asperIRC67-2012 with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover4mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.4to0.5mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mmangle ironsupported on a square hollowsteelsectionpost60x60x3.2mm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.60mforverticalpost complete as perclause801of MORT&H specifications.Suppliershallprovideawarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 33 | Informatory signboard 600x450mmrectangular asperIRC67-2012with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover3mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.25to0.3mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mm angle iron supported on a square hollowsteelsectionpost60x60x3.2mm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.60mforverticalpost complete as perclause801of MORT&H specifications.Suppliershallprovideawarranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 34 | PlaceIdentification signboard900x600mm rectangular as per IRC 67- 2012 withhigh intensityMicroprismaticgrade retroreflective SheetingasperASTMD4956–09andasper IRC67–2012fixed over4mmthickaluminium Composite material (ACM)sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloyrivets@200mmc/ctoback support frame of 25x25x3mm angle iron supportedon two squarehollowsteelsection post60x60x3.2mmconformingtoIS4923firmly fixedtogroundinfoundationconcreteM-25of size0.45x0.45x0.60mforverticalpostcomplete as per clause 801 of MORT&Hspecifications. Suppliershallprovideawarrantyasperclause6.9 of IRC 67-2012 for retro reflectivesheeting & acertifiedcopyoftestreportsfroman independenttestlaboratoryconformingtoclause 6.7 of IRC 67-2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 35 | Advance Direction sign board 900x900mm square asperIRC67-2012with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover4mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.4to0.5mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mm angle iron supportedon twosquare hollowsteelsectionpost60x60x3.2mm conformingtoIS4923firmlyfixedtogroundin foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause801ofMORT&Hspecifications.Supplier shallprovideawarranty asperclause6.9of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratoryconformingtoclause6.7ofIRC67- 2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 36 | Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 withhighintensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications.Fixedover3mmthickAluminium Composite Material (ACM)sheeting having aluminiumskinthicknessof0.25to0.3mmon bothsidedandfixingthesamewithsuitablesize aluminium alloyrivets@200mmc/ctoback supportframeweldedwithverticalpostofsign boardcompleteasperclause 801 of MORT&Hspecifications.Suppliershallprovidea warrantyasperclause6.9ofIRC67-2012for retroreflectivesheeting & acertifiedcopyof test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 37 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012withhigh intensityMicroprismaticgrade retroreflective Sheeting asperASTMD495609 andIRC67 2012,fixed over 4mm thick Aluminium Composite Material(ACM)sheetinghavingskinthicknessof0.4to0.5mmonbothsidedandfixingthesame withsuitablesizealuminiumalloyrivets@200 mm c/c toback support frame of25x25x3mm angle iron supported on a squarehollowsteel sectionpost 60x60x3.2mm conformingto IS 4923 firmlyfixedtogroundincludingfoundation concrete M-25 of size 0.45x0.45x0.60m for vertical postcompleteasper clause801ofMORT&H specificationsUsinghigh intensity Microprismatic graderetro reflective Sheeting Type IVas per ASTM D 4956 09 and as per IRC 67 2012 |
| 38 | ProvidingandfixingofStandardMetalDelineator asperIRC79:2019consistingofretroreflective areainwhitecolorusingfullcubecornermicro prismaticnon-metallicretroreflectivesheetingon each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineatorshallbepaintedwithonlyblackcolor powder coat of minimum 40 microns thickness, on top of which retro reflectivesheetingonly in white colourshallbe pastedon bothsides.The structureshallhaveheightnotlessthan800mm abovetheground,widthnotlessthan100mm and shall extend not more than 300mm below the groundwhile beinginstalled. The delineatorshall have grooves across the length to make the reflectivesheetsvandal-proof.Thedelineatoris meantforapplicationongapsinmedian,traffic islands,dangerousbends,roundabouts, narrow bridges etc. or as desired by site engineer |
| 39 | Credit of old materialBricks |
| 40 | Credit of old materialBrick Bats (M-12 (d) |
| 41 | Construction of 10 Mtr Canal Bridge&9.00 mtr span drain bridge inckuding road diversion & dismenteling of existing narrow bridge |
| 42 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 43 | Depth upto 3 mtrs |
| 44 | above 3 mtrs Depth |
| 45 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed foundation and compacted by vibration including curing for 14 days |
| 46 | Brick Masonary Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications. |
| 47 | Brick Masonary Work in Cement Mortar 1:3 in Sub-structure complete excluding Pointing and Plastering as per Drawing and Technical Specifications. |
| 48 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications. Clause 1300&2200 of MORT&H Specifications. |
| 49 | Providing and laying of Filter media with granular materials/stone crushed aggregates 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, wing wall nad return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications. |
| 50 | Providing weep holes in Brick masonry/Plain/Reinfoced Concrete abutment, wing wall /return wall with 100 nn dia AC pipe, extending through the full width of the structure with slope of 1V 20 H towards drawing foce. Complete as per drawing and Tehhnical Specifications Clause 2708 &2200 |
| 51 | Plain/Reinforced Cement Concrete M-20 in sub structure complete as per Dwawing and Technical Specifications Clause 1500,1700 &2200 of MORT&H specfications. |
| 52 | Provision for rubbing the Abut/pier caps smooth with carborandum stone. |
| 53 | Finishing and placing Reinforced/Prestressed cement concrete M-20 solid slab in super-structure as per dewaing and Tehnical Specification Clause 1500,1700 &2200 of MORT&H specfications. |
| 54 | Providing and making of expansion joint with bitumen filler (As per CSR 22.15iv) |
| 55 | Construction of RCC M-40 anti crash railing with safety curb including centering shuttering but excluding steel reinforcement as per drawing and technical specifications. |
| 56 | Drainage Spouts complete as per drawing and Technicalspecification |
| 57 | Providing and laying 56 mm th. Wearing coat consisting of 50mm th. Bituminous concrete and 6mm th. Mastic asphathic including 2 No. tack coat. |
| 58 | Supplying, Fitting and placing uncoated HYSD Bar reinforcement complete as per drawings and technical specifications. |
| 59 | (a) In substructure |
| 60 | (b) In superstructure |
| 61 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 62 | Making of center line, Zebra line with hot applied thermoplastic road making paint material confirming to MORT&H clause 803.4.2 & marking complete as per clause 803 of MORT&H specification 2004 (upto date revision) |
| 63 | Providing and fixing pavement marker (Cat eyes) made outif ABS of size 128 mm x 110 x 29.5mm with nail having having 50m stern of ABS. The pavement marker shall be installed with automatic machine and epoxy \"A &B\" complete in all respects. |
| 64 | Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values asper ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is eant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 65 | Providing and fixing informatory sign boards (900x600 mm) |
| 66 | Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) |
| 67 | Dismentaling of Concrete or Precast Concrete - Reinforced Cement Concrete |
| 68 | Credit of Old Material |
| 69 | Credit of Bricks |
| 70 | Credit of Brick Bats |
| 71 | Credit of Steel |
| 72 | Credit of GSB |
| 73 | Credit of RCC Pipe |
| 74 | Removing hume pipes |
| 75 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to the required slope and compacting to meet requirement of table 300-2 as per technical clause of 305 of MORT&H specifications (Rate as per item no. 4 of DNIT) |
| 76 | Construction of granular sub-base by providing material, spreading in uniform layerwith motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desireddensity, complete as per MORD technical specifications |
| 77 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster |
| 78 | Dismantling brick or flagged stone flooring without concrete base. |
| 79 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. C) R.C.C. Pipe NP -3 - (m) 1000mm i/d pipe |
| 80 | Heritage & Culture Cess @ 1.00% |
| 81 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specificationsFor 2nd Year. |
| 82 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specificationsFor 3rd Year. |
| 83 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specificationsFor 4rth Year. |
| 84 | Routine Maintenance after completion of Construction work as per periodicity to routine maintenance mentioned in the technical specificationsFor 5th Year. |
