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| 1 | Construction Work (Part-I) |
| 2 | Taking out existing CC interlocking paverblocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal ofunserviceable material to the dumping ground,for which payment shall be made separatelyand stacking of serviceable material within 50metre lead as per direction of Engineer-inCharge. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 4 | Dismantling of existing damaged Bitumen surface by Cold Milling Machine upto 60mm depth |
| 5 | Crack Prevention Courses (Stress AbsorbingMembrane crack width less than 6mm)Laying of a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder CRMB-55 complying with clause 517 @ 0.90kg per sqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications |
| 6 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 7 | Providing and laying dense graded bituminous macadam 60mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specificationsNOTES:-(i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula.TECHNICAL NOTE:-I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications.II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).III.) The approved mix shall exhibit the following details source and location of all material:-(a) Binder expressed as percentage by weight of total mix.(b) Course expressed as percentage by weight of total mix.(c) Crushed bajri expressed as percentage by weight of total mix.(d) Fine aggregate expressed as percentage by weight of total mix.(e) A single definite percentage passing each sieve for mixed aggregates.(f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC |
| 8 | Providing and laying bituminous concrete 40mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specificationsNOTES:-(i) Job mix formula for the bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research laboratory Patiala before adoption at site for execution.(ii) The specifications of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variations shall be worked out with the approved formula.TECHNICAL NOTE:-i.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications.ii.) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).iii.) The approved mix shall exhibit the following details, source and location of all material:-(a) Binder expressed as percentage by weight of total mix.(b) Course expressed as percentage by weight of total mix.(c) Crushed bajri expressed as percentage by weight of total mix.(d) Fine aggregate expressed as percentage by weight of total mix.(e) A single definite percentage passing each sieve for mixed aggregates(f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. |
| 9 | Mastic Asphalt 25mm thickness Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix,prepared by using mastic cooker and laid to required level and slope, including providingantiskid surface with bitumen precoated fine grained hard stone chipping at an approximatespacing of 10 cm center to center in both directions, pressed into surface when thetemperature of surface is not less than 100 degree C, protruding 1 mm to 4 mm over masticsurface complete as per technical clause 516 ofMORT&H specifications. |
| 10 | Road marking with hot applied thermoplastic compound 2.5mm 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 |
| 11 | Earth work on berms with earth obtained from borrowpits including loading, unloading, carriage to work site, laying in layers, watering and rolling to specifications |
| 12 | Earth work excavation in ordinary soil, exclusiveof compensation of earth:- Earth work undressed with a combined leadupto 15 metres including breaking of clods |
| 13 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 14 | First class burnt brick laid in cement sandmortar 1:6 in foundation and plinth |
| 15 | Cement concrete 1:4:8 with stoneballast 40 mm gauge in foundation |
| 16 | 12.5 mm thick cement plaster 1:4 |
| 17 | Precast P.C.C. tiles conforming to IS 1237-1980,30 cm x 30 cm x 2.5 cm in ordinary grey cementwithout chips laid on 20mm thick bed of cementmortar 1:3 with neat cement slurry between jointsand over the base for floors, treads of steps andlandings |
| 18 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 19 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 20 | Painting with plastic emulsion paint of approved brand and manufacturer to give an even shade ( twocoats). |
| 21 | Painting two or more coats excluding primingcoat with synthetic enamel paint in all shades on wood work, metallic or plastered, concretesurface to give an even shade |
| 22 | Wrought iron & Mild steel ladders, framed grills,gratings etc. with ends of bars riveted or moldedforged framed window guards, barred iron doorsstair case iron railing etc. including cost of boltsand nuts, screws, welding rod complete fixing in position (For Repair Work) |
| 23 | Providing and laying 80 mm thick factory madecement concrete interlocking Paving blocks of M-40 grade manufactured by block makingmachine equipped with steel mould clamped to astrong vibratory table with hydraulic pressure forcompaction of concrete as per IRC SP 63 -2014and of approved size and design / shape laid inOrdinary Grey Colour and pattern over andincluding 40 mm thick compacted bed of coarsesand, filling the joints with fine sand etc, allcomplete as per directions of Engineer-inCharge. |
| 24 | \"W\" Type Metal Beam Crash Barrier Single Sided Providing & erecting \"W\" type metal beam crashbarrier single sided comprising of 3mm thickcorrugated sheet metal beam rail 70cm aboveroad or ground level fixed on channel vertical post150x75x5mm spaced 2mtr centre to centre1.80mtr high, 1.1mtr below road or ground level,all steel parts and fitments to be galvanized by hotdip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the verticalpost with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into groundwith vertical hydraulic self driving machine forvertical post complete as per approved drawings and technical clause IRC: 119-2015. |
| 25 | Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) alongthe Trenches and laying the same in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications.200mm o/d pipe of 10 Kgf. / sqcm |
| 26 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Single Road Gully chamber ( Size 610mm x 457mm x 1105mm) |
| 27 | Removal of Malba |
| 28 | Mandatory sign board 600mm circular as per IRC67- 2012 with high intensity Microprismaticgrade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over4mm thick aluminium Composite material (ACM)sheeting having aluminium skin thickness of 0.4 to0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/cto back support frame of 25x25x3mm angle ironsupported on a square hollow steel section post60x60x3.2mm conforming to IS 4923 without costof definition plate firmly fixed to ground infoundation concrete M-25 of size0.45x0.45x0.60m for vertical post complete as perclause 801 of MORT&H specifications. Suppliershall provide a warranty as per clause 6.9 of IRC67-2012 for retro reflective sheeting & a certifiedcopy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . |
| 29 | Hazard Marker sign board 300x900mmrectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflectiveSheeting as per ASTM D 4956 09 and IRC 672012, fixed over 4mm thick Aluminium CompositeMaterial (ACM) sheeting having skin thickness of0.4 to 0.5 mm on both sided and fixing the samewith suitable sizealuminium alloy rivets @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steelsection post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundationconcrete M-25 of size 0.45x0.45x0.60m for verticalpost complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012 |
| 30 | Hazard Marker sign board 300x900mmrectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflectiveSheeting as per ASTM D 4956 09 and IRC 672012, fixed over 4mm thick Aluminium CompositeMaterial (ACM) sheeting having skin thickness of0.4 to 0.5 mm on both sided and fixing the samewith suitable size aluminium alloy rivets @ 200mm c/c to back support frame of 25x25x3mmangle iron supported on a square hollow steelsection post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 31 | Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflectivearea in white color using full cube corner microprismatic non-metallic retro reflective sheeting oneach side conforming with IRC 67 2012 andmeeting the coefficient of retro reflection values asper ASTM D 4956 Type XI table specification. Thedelineator shall be painted with only black colorpowder coat of minimum 40 microns thickness, ontop of which retro reflective sheeting only in whitecolour shall be pasted on both sides. Thestructure shall have height not less than 800 mmabove the ground, width not less than 100 mmand shall extend not more than 300mm below theground while being installed. The delineator shallhave grooves across the length to make thereflective sheets vandal-proof. The delineator ismeant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrowbridges etc. or as desired by site engineer. |
| 32 | Direction/Diversion Plate 1800x300mmrectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflectiveSheeting as per ASTM D 4956 – 09 and as perIRC 67 – 2012. fixed over 4mm thick AluminiumComposite Material (ACM) sheeting havingaluminium skin thickness of 0.4 to 0.5 mm on bothsided and fixing the same with suitable sizealuminium alloy rivets @ 200 mm c/c to back support frame fixed in position complete as perclause 801 of MORT&H specifications. specifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retroreflective sheeting & a certified copy of testreports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012 |
| 33 | Moulded Shank Road Stud Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/ABS moulded body and reflectivepanels with micro prismatic lens or Glass Beedscapable of providing total internal reflection of thelight entering the lens face with retro reflectanceand chromaticity values shall be as given in thedetailed specifications and the product shallconform to ASTM D4280. The raised pavementmarker shall also meet all the testing conditions ofASTM D4280 and fixed to the road surface usingthe adhesive. Two cylindrical Polymer Shanks ofnot less than 20 mm diameter and not less than30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kgtested in accordance with ASTM D4280. Themarker shall withstand flexural strength of 909 kgfforce in accordance with ASTM D4280. Markerlenses shall be moulded of Polycarbonate ormethyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty forsatisfactory field performance as per clause804.7.3 of MORT&H 5th revisionspecifications. |
| 34 | Flexible Median MarkerProviding and Fixing of Flexible Median Markersas per IRC 79:2019 which shall be made ofcombination of tough, high impact resistant molded thermoplastic body along with florescentyellow color retro-reflective type XI sheeting withminimum exposed reflective area 285 square mmand with rebound property. The reflective sheetingshould confirm to Type XI Florescent Yellowsheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overallheight of minimum 180 mm, body thickness ofminimum 2mm and shank depth of minimum30mm. The retro-reflective sheeting shall be onboth sides of the Flexible Median Marker and shallbe edge protected with no exposed edges whichwill prevent edge lifting, vandalism, sheetingdamage, etc. The edge of sheeting should notcome out easily by putting nails, sharp objects etc.The logo of the manufacturer shall be embossedon either side of the body. The product designhas to with stand all natural impacts and shouldnot get damaged if any pedestrian stamp on top ofit intentionally or unintentionally. The productshould bend up to 90 degree on both sideswithout breakage or damage. |
| 35 | Cautionary sign board 900x900x900mm triangularas per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting asper ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Compositematerial (ACM) sheeting having aluminum skinthickness of 0.4 to 0.5 mm on both sided andfixing the same with suitable size aluminum alloyrivets @ 200 mm c/c to back support frame of25x25x3mm angle iron supported on a squarehollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definitionplate firmly fixed to ground in foundation concreteM-25 of size 0.45x0.45x0.75m for vertical postcomplete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of testreports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 36 | Mandatory sign board 900mm circular as per IRC67- 2012 with high intensity Microprismaticgrade retro reflective Sheeting as per ASTM D4956 – 09 and as per IRC 67 – 2012. Fixed over4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to0.5 mm on both sided and fixing the same withsuitable size aluminium alloy rivets @ 200 mm c/cto back support frame of 25x25x3mm angle ironsupported on a square hollow steel section post60x60x3.2mm conforming to IS 4923 without costof definition plate firmly fixed to ground infoundation concrete M-25 of size0.45x0.45x0.60m for vertical post complete as perclause 801 of MORT&H specifications. Suppliershall provide a warranty as per clause 6.9 of IRC67-2012 for retro reflective sheeting & a certifiedcopy of test reports from an independent testlaboratory conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retroreflective Sheeting Type IV as per ASTM D 495609 and as per IRC 67 2012 |
| 37 | Place Identification sign board 900x600mmrectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflectiveSheeting as per ASTM D 4956 – 09 and as perIRC 67 – 2012 fixed over 4mm thick aluminiumComposite material (ACM) sheeting havingaluminium skin thickness of 0.4 to 0.5 mm on bothsided and fixing the same with suitable sizealuminium alloy rivets @ 200 mm c/c to backsupport frame of 25x25x3mm angle ironsupported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmlyfixed to ground in foundation concrete M-25 ofsize 0.45x0.45x0.60m for vertical post completeas per clause 801 of MORT&H specifications.Supplier shall provide a warranty as per clause6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause6.7 of IRC 67-2012 .Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 38 | Solar RPM/ Stud Providing and installation of solar cateyeproduced from an engineered polymer selectedfor superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode.The base of the body shall be yellow or neutralwhite as approved by Engineer In-charge. Themarker shall incorporate a solar panel (comprisingof solar cells) for converting solar energy intoelectricity, a storage device for storing the energy,LEDs for illumination and a design for providing360 degree smooth illumination. The Solar studshall be round in shape for providing illumination in all directions. The solar stud shall also havehigh reflective lenses for conspicuity in passivemode and dual shanks for improved road presence. The solar studs are intended forapplication directly onto pavement surfaces and shall be applied with epoxy resin adhesivesdesigned for use with raised pavement markers and as supplied by the marker manufacturerseparately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. Thebody of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. Themarker shall support a load of 13635 Kg tested inaccordance with ASTM D4280. |
| 39 | Rumble Strips with thermoplastic road markingProviding and making rumble strips 15-20mm highat centre, 250mm wide placed at 1m centre tocentre over freshly laid bituminous layer by usingclose graded premix surfacing material type B at approved locations to control speed and markedwith 100mm wide white strips of thermoplasticroad marking paint. The close graded premixsurfacing material type B shall conform totechnical clause 512 and thermoplastic roadmarking paint shall conform to technical clause803 of MORT&H specifications |
| 40 | Dismantling of Flexible Pavements(By Mechanical Means)Dismantling of flexible pavements thickness above50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters,stacking serviceable and unserviceable materialsseparately as per technical clause 202 ofMORT&H specifications |
| 41 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concretemixer volumetric type mixing by manual means ( For Speed Tables) |
| 42 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-Earth work undressed with a combined lead upto 15 metres including breaking of clods |
| 43 | Cement concrete 1:2:4 mixing by mechanical means using concrete With stone ballast or shingle mixer volumetric type |
| 44 | Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth225mm thick top layer, rough dressing of soil, finaldressing of earth to give level, camber, watering,rolling with road roller, compacting the bed toachieve minimum dry density as given in theTable 300-2 as per Technical clause 305 ofMORT&H specifications. (In case of link roadsearth work to be done by villagers) |
| 45 | Construction of Embankment with Earth obtainedfrom Roadway Cutting or Excavation Construction of embankment with earth obtainedfrom roadway cutting or excavation includingspreading, grading to required slope andcompacting to meet requirement of table 300-2 asper technical clause 305 of MORT&Hspecifications |
| 46 | Preparation of plastered or concrete surfacefor painting (including sand papering thesurface) using Acryllic Wall Putty by applyingtwo or more coats to get required finishincluding priming coat to make an evensurface before applying Acrylic wall putty onnew plastered surface.Complete as perspecifications |
| 47 | Precast Cement Concrete KerbProviding and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade250mm high with bottom width 165mm and topwidth 115mm made over strong vibratory tableand fixing with cement mortar 1:2 as per MORT&Hspecifications |
| 48 | Providing and laying 50 mm thick factory madecement concrete interlocking paver block of M-30grade machine made rubber moulded smoothfinish with strong vibratory process or with vibrohydrauliccompaction machine and of approvedsize and design / shape laid in Ordinary Grey andpattern over and including 40 mm thickcompacted bed of coarse sand, filling the jointswith fine sand etc, all complete as per directionsof Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. ( Also not to used over footoaths) |
| 49 | Excavation for Roadway (By Mechanical Means) Excavation in Soil (any type) using HydraulicExcavator CK 90 Excavation with hydraulicexcavator of 0.9 cum bucket capacity includingcutting trimming bottom and side slopes, inaccordance with requirements of lines, gradesand cross sections, including all lift and combinedlead up to 60 mtr. |
| 50 | Reinforced cement concrete M-25mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibratedby needle vibrator but excluding steelreinforcement centring and shuttering in foundation and plinth |
| 51 | Labour for cutting and removing MS Grills |
| 52 | Painting two or more coats excluding primingcoat with ready mixed paint for metallic surfaces in all shades on steel or iron work |
| 53 | Credit of old meterial of damaged grills (8 no. @ 35.40kg per grill) |
| 54 | Credit of Old Interlocking tiles |
| 55 | Deduct cost of Milling material |
| 56 | Add GST @ 5.35% on all CSR Items as per AC Slip No. 8 |
| 57 | Add 1% Cultural affairsand Heritage Maintenance cess |
| 58 | Add 1% Cancer Cess |
| 59 | Routine maintenance (Part-II) 1st year will be considered as defect liability periodRoutine Maintenace of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 2nd Year) |
| 60 | Routine Maintenace of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 3rd Year) |
| 61 | Routine Maintenace of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 4th Year) |
| 62 | Routine Maintenace of Construction work as per periodicity to routine maintenance mentioned in the technical specifications. (For 5th Year) |
| 63 | Add GST @ 5.35% for Routine maintenance |
| 64 | Construction Cost Only (Part I) |
