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| 1 | Railing and tarring work |
| 2 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means |
| 3 | 2.4.2.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means |
| 4 | OD91484/2024-2025:Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCCas per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer(@10% of cement weight) modified cementitious bond coat @2.2 kg cement per sqm of surfacearea mixed with specified proportion of approved polymer ( As per DAR Spec. code 26.31.1. ) |
| 5 | 16.18:Replacement of Damaged Concrete Railing. |
| 6 | 14.1C.2:Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification |
| 7 | 14.6:Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 8 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 9 | OD91134/2024-2025:Removal of PVC pipe 63 mm dia including disposal with all lifts and lead upto 1000 metres andstacking of serviceable material and unserviceable material separately under supervision ofconcerned department. |
| 10 | OD91125/2024-2025:Providing and fixing drainage sprout pipe 63 mm pvc 6kgf/cm2 pipe over GI channel rail , anchor bolt , nut, washers, U-bolt 63 mm for fixing drainage spout pipe 63mm pvc 6kgf/cm2 including all cost conveyance and labour charges etc., complete as per the direction of site Engineer. |
| 11 | 55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete. |
| 12 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 13 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. |
| 14 | 8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :- |
| 15 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 16 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, 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 as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 17 | OD90367/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00mbelow bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on bothsides and 1/4 split cross ties to alternate posts at top, bottom and middle portionand screening the sides of bund with Seperation memebrane of impermeable plastic sheet125 micron thick fixed properly using coconut post and weiling pieces using reeper and nailsin full height including tying properly using iron wire and coir altogether and supply andfilling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads andlifts including consolidating properly and maintaing the bund till the work is completed anddismantling the bund after completion of work etc. as per the directions of departmentalofficers at site. |
| 18 | 12.1.2.B: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. Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means |
| 19 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 20 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br> |
| 21 | 55.26a:Providing and applying elastic, elastomeric membrane forming system with anticarbonation and breathing properties. The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, enviornment friendly, water proofing coating. For anticarbonation, equivalent air layer thickness denoted as R or SD CO2 grater than 50 m and for breathability equivalent air layer thickness denoted as SD H2O shall be less than 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75- 100 g/m2. The consumption of main polymer coating to give film thickness of 200-225 microns (Solid contents- 70%+ -3%) should be approximately. 400-450 g/m2 per two coats depending upon the method of application (either by roller or brush) and surface smoothness of the concrete. The total dry film thickness of the coating system should be minimum 200 microns for the above system. Polymer coating should be in suitable approved shades, including cost of materials, cleaning, chipping and removing the dirt particles of the concrete slab with wire brush and water,labour charges for filling the bug holes, cracks, joints etc with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges,etc. complete as per IRC SP:80 Clause 6.5.1 and Clause 2808 in the Specifications Book for Roads & Bridges published by the Ministry during April 2013. |
| 22 | Rehabilitation work |
| 23 | OD31511/2024-2025:Removing damaged concrete:Loose and delaminated concrete shall be identified and marked before proceeding with theremoval. The loose cover concrete including the loose damaged concrete shall be removed uptobeyond the corroded bars to a minimum depth of 10 mm behind the reinforcement. Onlyaffected concrete shall be removed, (Good & sound concrete should not be chipped / damaged)by chipping / hacking with chisel and hammer or by mechanical means like light weight chiselhammer, pneumatic chippers, making saw cut at periphery to avoid feather edge for all heightand removal and disposal of debris at designated location including all material, labour, tools,temporary supports for structures, electricity, plant and machineries etc. complete as directed byEngineer-in-charge and/or Consultant. Depth of chipping may vary from 20 to 100 mm. |
| 24 | OD31516/2024-2025:Rust removal:Cleaning as directed & specified all corrosion / rust / scales from reinforcement bars using rustremover Reebaklens RR of Fosroc make or Rustclean of BASF of Krishna conchem orequivalent leaving to dry for 30 mins & washing surface with fresh water as required to exposedreinforcement bars complete as specified and as approved by engineer shall be used as permanufacturers specification in two coats including all labour tools tackles, necessary surfacepreparation & necessary protection after & during repair work of jetty. |
| 25 | OD31502/2024-2025:Anti Corrosive coating on steel bar:Clean the existing and new rebars using the rust remover if there exists any rust, otherwise cleanthe rebar free of foreign material. Mix the base and hardener of the anti-corrosive coating likeNitozinc Primer std.of Fosroc or equivalent mechanically using a slow speed heavy dutydrilling machine fitted with mixing paddle. Apply the mixed materials to the cleaned rebar andallow it to dry complete. The rate shall include cost of all operations and etc complete |
| 26 | OD31500/2024-2025:Additional Reinforcement:Providing, Cutting, fabricating new reinforcement Fe 500 and fixing with old existingreinforcement which was reduced to less or more than 20% of its original diameter as providedin the original structure and additional steel as directed by EIC as required welding or tyingwith 16 gauge annealed binding wire complete as per drawing and specifications for heights asdirected by Engineer-in-charge. |
| 27 | OD31498/2024-2025:Rebarring Main steel:Drilling holes of min 4mm larger than new rebar diameter into existing concrete substrate foranchoring of new rebar and depth of Min. 10 times the diameter of rebar and fixing with anchorresin grout Lokfix E (35/55/75) series or Lokfix P or Emfix or chemical anchor material orMasterflow 935 of BASF or equivalent as per NF P 18-831 and NF P 18-836 includingcleaning, cutting, fabricating, chemicals, material, labour, tools, temporary supports forstructures, electricity, plant and machineries etc. complete as directed by Engineer-in-chargeand/or consultant for all heights.The chemical anchor material should attain a flexural strengthas per EN196 in excess of 40 N/mm2 and an ultimate compressive strength of Min. 100 N/mm2in 7 days. (for 10 to 25mm Dia of steel reinforcement) |
| 28 | OD31538/2024-2025:Anchoring Steel & Shear Connectors:Drilling holes into existing concrete structure for anchoring of new rebar with 10 mm dia. shearconnectors at 0.5 Mt. c/c (or as per design recommendation) and fixing with anchor resin groutLokfix P / Lokfix E 75/55/35 series or Emfix or pure epoxy resin based cartridge form chemical anchor material or Masterflow 935 of BASF or equivalent as per NF P 18-831 and NF P 18-836. Drilling hole for diameter: 14 mm, Drilling hole for depth: 100 mm including cleaning,cutting, fabricating, chemicals, material, labour, tools, temporary supports for structures,electricity, plant and machineries etc. complete as directed by Engineer-in-charge and/orconsultant for all heights |
| 29 | OD31490/2024-2025:Injection Grouting-Cement polymer Cement:Providing and fixing Injection ports/nozzles at honeycombed area, cracks in CC, joints of channel and/or in staggered manner on all sides of Member at @ 0.5-0.75 M c/c spacing after drilling holes, to facilitate injecting cement-polymer grout, using quick setting material or epoxy putty and providing and executing injection / pressure grouting in prefixed nozzles/ports using Cement polymer grout (Cement : Polymer ) in proportion of (50:5) with non-shrink admixture Cebex 100 or equivalent and adding water for required consistency till no further grout is accepted by ports using grout pump, at all heights including all material, labour, tools, temporary supports for structures, electricity, plant and machineries, curing etc. complete as directed by Engineer-in-charge and/or consultant. |
| 30 | OD35070/2024-2025:Epoxy injection groutingProviding and executing injection/pressure grouting in cracks in the parent concrete by fixingPVC perforated nozzles at 150 mm to 200 mm distance or specified distances as per design anddetailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP10M ofFosroc or Masterinject 1315 of BASF or equivalent having mix density 1050 kg/m3,Compressive Strength (ASTM D695)->50 N/mm2,Tensile Strength (ASTM C 304-97)-18N/mm2,Flexural strength(BS 6319 Part 4)-55 N/mm2 IN 7 Days Pressure grouting shall bedone at required pressure at all heights, including all material, labour, tools, temporary supportsfor structures, electricity, plant and machineries, curing etc. complete as directed by Engineerin-charge and/or consultant. |
| 31 | OD31492/2024-2025:Galvanic Sacrificial Prevention of steel by Point anodes:Providing and fixing sacrificial zinc anode to prevent initialization of corrosion ofreinforcement in adjoining sound concrete due to chloride ingress by installing anodes fromVECTOR Galvashield XPI or equivalent for patches at Min. 2 to 4 anodes / Sq.mt. area ofconcrete (spacing of 300 to 700mm), as per manufacturer specification, covered with mortarwith of resistivity less than of parent concrete on the cleaned reinforcement steel as permanufacturers specification before applying passivation coating at all heights and including ofall material, labour, tools, temporary supports for structures, electricity, plant and machineries,etc. complete as directed by Engineer-in-charge and/or consultant |
| 32 | OD31494/2024-2025:Polymer modified mortar for repair thickness less than 50 mm:Providing and Applying single component, dual shrinkage-compensated, high strength, fibrereinforced, thixotropic cementitious patch repair mortar that achieves compressive strengthminimum of 15 MPa at 1 day and 45 MPa at 28 days and capable of applying upto 50mm thickin single layer such as Renderoc SP40 of Fosroc or Master Emaco S 348 of BASF or ZentrifixGM2/GSE (MC Bauchemie) make or equivalent, to the prepared concrete area for thickness upto 50mm, after applying epoxy resin based bonding coat as per manufacturer’s specification,before the bonding agent becomes tack free, initially by hand and finally finishing the samewith trowel carefully compacting the same around the rebar and finishing to bring it in line withexisting concrete surface on the columns, slabs, beam etc. at all heights, where the thickness ofapplication is less than 50 mm in patches as per specification . Item rate is inclusive of allmaterial, labour, tools, temporary supports for structures, electricity, plant and machineries,curing etc. complete and as directed by Engineer-in-charge and/or consultant. (Payment to bemade in Sq.M for thickness upto 50mm of PMM for patch area repaired) |
| 33 | OD90456/2025-2026:Microconcrete Reinstatement for thickness more than 50mm for RCC members:-Providing and laying of special repair material micro-concrete for reinstatement of membershaving thickness of repair more than 50mm and jacketing, using Single component, highstrength, high flow cementitious micro-concrete having compressive strength minimum of M40at 28 days such as MasterEmaco 346 or Renderoc RGL / RGS of Fosroc or equivalent, blendedwith washed saturated surface-dry (SSD), graded, low absorption, high density, aggregates ofsize 3mm to 10mm at 50% by weight of micro concrete (if thickness is 100mm or more) andwater as per data sheet and pouring into the shuttering if required than use birds beak type formwork using suitable arrangement or if required using pumping device for uniform flow ofMicroconcrete. The side shuttering can be removed after Minimum of 24 hours, preferably 3days and the bottom shuttering after 7 days ensuring proper bond between the micro concreteand existing concrete substrate at all heights, including all material, labour, tools, temporarysupports for structures, electricity, plant and machineries, curing etc. complete as directed byEngineer-in-charge and/or consultant. (Payment shall be made in Sq.M for thickness up to100mm of Microconcrete of area repaired, ) including shuttering work (Only steelreinforcement shall be paid in other relevant items) |
| 34 | OD31546/2024-2025:Protective coatings for Enviornmental face : Providing and applying a single component highbuild elastomeric, crack - bridging, resistant to CO2 and SO2 and Chloride ion diffusion, UVresistant, breathable acrylic coating using Dekguard S of Fosroc or BASF Masterprotect 300Hor equivalent material applied in two coats (Each coat @ 175 micron WFT) on Silone siloxanebased primer at an average coverage of 300-400 ml per Sq.mt including proper surfacepreparation using wire brush, hand grinder or High pressure water jet or copper slag blasting asrequired to accept coating, acrylic cementitious putty fairing |
| 35 | OD31504/2024-2025:Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set includingconveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc.complete |
| 36 | 16.17:Replacement of Expansion Joints complete as per drawings. |
| 37 | 14.22:Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation |
| 38 | 14.1.F.1:Furnishing and Placing PSC Grade M45 Using Concrete Mixer in super-structure as per drawing and Technical Specification |
| 39 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 40 | 16.6:Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. |
| 41 | 16.11:Eproxy bonding of new concrete to old concrete |
| 42 | 16.15:Replacement of Bearings complete as per Technical Specification |
| 43 | OD89985/2025-2026:Supplying, fitting and fixing in position true to line and level elastomeric bearingconforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications completeincluding all accessories as per drawing and Technical Specifications. size 900 x 800 x 90 mm |
| 44 | 13.5.H.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 45 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Please Enable Macros to View BoQ information |
