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| 1 | Road Work |
| 2 | Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc inter spread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer-in-charge within an initial lead of 1 km from the place of excavation complete. |
| 3 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. As directed by EIC. |
| 4 | Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9\\") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC. |
| 5 | Construction of sub-grade and shoulders with material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 |
| 6 | Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC. |
| 7 | P.C.C. of prop. (1:3:6) in foundation using 4 cm. size broken hard granite metal of approved quality from appd. quarry including lowering, laying concrete to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required for the work etc. comp as per direction of EIC. |
| 8 | Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in nominal mix in foundation with crushed stone aggregate 40 mm and down graded nominal size mechanically mixed, placed in foundation as levelling course and compacted by vibration including curing for 14 days as per drawing and section 1000, 1500 & 2100 of technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge |
| 9 | Supplying and fixing of Pre cast kerb stone of size 600mm x300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984 jointing with cement mortar 1:3 including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC. |
| 10 | R.C.C. M-25 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of shuttering, reinforcement, binding wires and labour charges for shuttering, bending, binding and tying the grills. In Footing |
| 11 | R.C.C. M-25 grade concrete with 20mm & down graded hard crusher broken granite chips including hoisting and laying concrete, watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth, providing beads or grooves where necessary including cost, conveyance, royalty of all material, dismantling the centering, shuttering work after the period as specified by the EIC and cost of all labour, T&P required for the work comp. in all respect, excluding cost of shuttering, reinforcement, binding wires and labour charges for shuttering, bending, binding and tying the grills. In Wall |
| 12 | Construction of granular sub-base by providing Close graded Granular sub base Grading-II material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 13 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1. cement content not to be less than 150kg/Cum. Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher placement to site, compaction with vibratory roller, finishing and curing etc completed with cost conveyance and of all materials Hire and running charges machineries and cost of all labour, T&P etc. completed as per the direction of EIC. |
| 14 | 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 40 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) corase and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm 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 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous opertation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification Clause: 1501 and direction of EIC. |
| 15 | Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in CD works, retaining/toe wall and other structures as per drawing and technical specification and as per Section.900, 1000, 1600, 2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.(Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire, overlap, chairs will not be considered for measurement) |
| 16 | Laying (to level or slopes) conforming to IS 783-1959 and jointing with cement mortar 1:2 of concrete pipes Class NP-3, reinforced light duty non-pressure pipes suitable for flush joint conforming to IS:458 -2003 with internal diameter 900 mm as per specification complete.(Earthwork in trenches to be measured and paid for separately) |
| 17 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical |
| 18 | Providing and laying of filter media with stone crushed aggregate of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORT&H specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided to the entire surface behind abutment, wing wall, return wall to the full height compacted to a firm condition complete as per drawing and technical specification and as per direction of EIC. |
| 19 | Cement washing two coats with appd. Brand & shade of cement paint cost, carriage and quality over a coat of primer to masonry works including cost of all materials cost of all labour and T&P, scaffolding etc required for the work etc. comp. (paints of Burger, Nerolac, J&N & Asian ICI Brand is to be used.) |
| 20 | Painting two coats with appd. Brand & shade of synthetic enamel paint cost, carriage and quality over a coat of primer to masonry works including cost of all materials cost of all labour and T&P, scaffolding etc required for the work etc. comp. (paints of Burger, Nerolac, J&N & Asian ICI Brand is to be used.) |
| 21 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Please Enable Macros to View BoQ information |
