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| 1 | Earth work in excavation of foundation trench in all kinds of soil with all lead & lift including dressing and levelling the bed and depositing the excavated earth as directed by EIC |
| 2 | Filling foundation and plinth with sand well watered and rammed with cost of sand etc. complete. |
| 3 | Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications |
| 4 | Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications |
| 5 | RCC M25 using 12mm size crusher broken HBG chips including centering, Shuttering , cost,conveyance, royality, taxes etc. of all materials complete. |
| 6 | Below Bed Level |
| 7 | Above Bed Level |
| 8 | Deck slab of box |
| 9 | Construction of precast RCC railing of M25 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. |
| 10 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause. |
| 11 | CC M30 Wearing coarse using 12mm size crusher broken HBG chips including centering, Shuttering , cost,conveyance, royality, taxes etc. of all materials complete. |
| 12 | Wearing Coat |
| 13 | Cutting, bending, binding and tying the grills and placing in position including cost of binding wires and HYSD reinforcing bars .Surface Reinforcement to wing walls |
| 14 | Rough stone Dry Packing in approns & rivetments using HBG stone of approved quality including cost conveyance, royality, taxes etc. complete. |
| 15 | Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge. |
| 16 | Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete. |
| 17 | Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete. |
| 18 | Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc. |
| 19 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing etc complete |
| 20 | Dismetalling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviciaable and unserviceable materials separately. |
| 21 | Collecting supplying sand for filling of foundation with cost , conveynce, royality, labour for filling etc complete |
| 22 | Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 23 | Providing granular sub-base (Sand Moorum Admixture) in layers not eceeding 22.5 cm well watered and compaction to the required density in O.M.C with Vibrater roller. etc. complete including cost, carriage, royalty . as directed by the Engineer-in-charge |
| 24 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision). |
| 25 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound(where specified)and water finishing to lines and grade as per drawing and technical specification for road and bridge works (4 th Revision) Please Enable Macros to View BoQ information |
