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| 1 | Dry Rubble FlooringConstruction of dry rubble flooring at cross drainage works for relatively less important works. |
| 2 | Water Bound Macadam Base CourseProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 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 includinglighting, guarding, barricading and makingnecessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). |
| 3 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For WBM / WMM Surface:(with primer @ 0.70-1.0 kg/sqm) |
| 4 | Tack CoatProviding and applying tack coat with CationicBitumen 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 ofmachinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)ii) On Granular surfaces treated with primer(Using Bitumen emulsion at the rate of 0.25 to0.30 kg per sqm.). |
| 5 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back oremulsion, carrying the mixture by any suitablearrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 6 | Seal CoatProviding and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned blacktop surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges ofmachineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision)..(ii) With Cationic Bitumen Emulsion(@ 10.50 kg / 10 sqm.) |
| 7 | Spreading of sand over the bituminous surface @ 0.003 m3 per m2 of surface from the road side stacks and carriage of the same up to a distance of 150 m from stack complete including cost of sand. |
| 8 | Construction of 'Box'' Type Drain 30cm vide and 30cm deep including cost and carrage of all materials to work site and other necessary charges all complete .. |
| 9 | Construction of ''V'' Type Drain 60cm vide and 30cm deep including cost and carrage of all materials to work site and other necessary charges all complete . |
| 10 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as perdirection of the Engineer-in-Charge(iv) Without pumping out water and shoring |
| 11 | Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site |
| 12 | Rubble masonry in cement (1:6) with hard dressed stones from approvedquarries and clean, coarse and washed sand including carriage of allmaterials to site |
| 13 | Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. |
| 14 | Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. |
| 15 | 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 face. Complete as per drawing and Technical specifications. |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.er specification and direction. |
| 17 | Cross drainage structure |
| 18 | Cross drainage structure |
| 19 | Road funiture (Parapet ) |
| 20 | Road funiture Kilometer Post ) |
| 21 | 18% GST |
| 22 | 1% Cess Please Enable Macros to View BoQ information |
