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| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.(a) By manual means :(ii) From 50 mm to 100 mm thick. |
| 2 | Tack CoatProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface includingcost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) |
| 3 | Dense Bituminous MacadamProviding and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost andcarriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control,fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).B. For Grading 2(26.5 mm nominal size, 50-75 mm thick.)(i) Using Batch Type HMP of minimum capacity 100-120 TPH. |
| 4 | Mastic AsphaltProviding and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost ofheating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing theconstruction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm overmastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) 25 mm thickness |
| 5 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 m as per Technical SpecificationsClause 202 for Rural Roads of MORD.(II) By Mechanical Meansb) Reinforced Cement Concrete |
| 6 | Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge. |
| 7 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with aircompressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge. |
| 8 | Replacement of Expansion Joints complete as per drawings |
| 9 | Strip Seal Expansion JointProviding and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by themanufacturer / supplier or their authorisedrepresentative ensuring compliance to themanufacturer's instructions for installation. |
| 10 | Supply, mixing and placement of General purpose, non-shrink, cementitious micro-concrete RENDEROC RG to be poured in the shuttering. For repair sections generally deeper than 100 mm it may be necessary to mix the with properly graded 5 mm to 12 mm silt-free aggregate to minimise temperature rise. the micro concrete in the flowable consistency should achieve a compessive strength of not less than 10N/mm2 after 24 hours, 40N/mm2 after 7 days and 50 N/m2 after 28 days at 300C. Most importantly, the cured micro-concrete shall contain no metallic aggregates, or chlorides. |
| 11 | Plain / Reinforced Cement Concrete in Openfoundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, includingscreening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.E PCC Grade M30I) Using concrete mixer |
| 12 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequentcutting/removal and sealing of the hole asnecessary of nipples after completion of grouting with Cement/Epoxy. |
| 13 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 14 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification. |
| 15 | Drainage Spouts in Superstructure includingproviding drip mouldings and also includingsupplying, fitting and fixing approved type ofmaterials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. |
| 16 | Supplying, fitting and placing HYSD barreinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. |
| 17 | Epoxy bonding of new concrete to old concrete |
| 18 | Repair of RCC RailingCarrying out repair of RCC M30 railing to bring it tothe original shape. |
| 19 | Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption asper manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge. |
| 20 | Scraping of moss, blisters etc.thoroughly from exterior surface of wallsnecessitating the use of scraper, wire brush etc.(Payment against thisitem will be made only when this has been done on the specific directionof the Engineer-in-charge) |
| 21 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.In Ground Floor:(b) Two Coats |
| 22 | Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion |
| 23 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mmis exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 24 | Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complyingto clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slopeto the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractorwill have to provide a test certificate from areputable national/international laboratoryconforming the above specifications. |
| 25 | Loading, unloading and stacking by Manual Means.A. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points.(a) Lime, Moorum, Building rubbish and similarmiscellaneous materials |
| 26 | Welding in M.S. structural work with gas or electric:(a) Tack weld |
| 27 | Add: SGST 9 % + CGST 9% = 18 % |
| 28 | Labour Wellfare Cess 1% Please Enable Macros to View BoQ information |
