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| 1 | Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge. |
| 2 | Construction of granular sub-base grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete in all respect as per MORD Technical Specification Clause 401 & as per direction of Engineer-in-charge. |
| 3 | WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 4 | WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge. |
| 5 | Brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class M-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and T&P etc.complete in all respects and as per direction of Engineer-in-charge. |
| 6 | Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. |
| 7 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respect as per MORD Technical Specification Clause 503 & as per direction of Engineer-in-charge. |
| 8 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 2/3 part 13.2 mm approved stone grit (100% passed from 22.4 mm sieve and retained on 11.2 mm sieve) & 1/3 part 11.2 mm approved stone grit: (100% passed from 13.2mm sieve and retained on 5.6 mm sieve) using bitumen VG-10 @ 1.46 kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity, laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 506 & as per direction of Engineer-in-charge. |
| 9 | Providing and laying seal coat Type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm size approved stone grit (100% passed from 9.5 mm sieve and retained on 2.36 mm sieve) and bitumin binder VG-10 @ 0.65 kg/sqm laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 508 & as per direction of Engineer-in-charge. |
| 10 | 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. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 305 & as per Engineer in charge. |
| 11 | Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802, 803, 1202, 1203 & as per Engineer in charge. |
| 12 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204 & as per Engineer in charge. |
| 13 | RCC Grade M 25 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification & as per direction of Engineer-in-charge. |
| 14 | PCC Grade M-30 (Wearing Coat)Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications Clauses 800 and 1206.3 & as per direction of Engineer-in-charge. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1600 & 2200 and as per Engineer in charge. |
| 16 | Weep Holes : Providing weep holes in rainforcement concreet slab ,abutment, wing wall with 100mm dia PVC pipe extended through the full width of structure with slope of 1V:20H as per Technical Specification Clause 2706 and 2200 & as per direction of Engineer-in-charge. |
| 17 | Pointing with cement mortar (1:3 ) on brick work/C.R.Stone masonary in as per drawing Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Technical Specification Clause 613.3 and 1204 & as per direction of Engineer-in-charge. |
| 18 | Boulder Apron (Laid dry): Provinding and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg. each complete as per drawing and technical specifications No. 2503 |
| 19 | Filter MediaProviding and laying of filter media with Over Burnt Brick Ballast / granular materials / Brick bats to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications No. 710.1.4 of IRC 78 and 2200 |
| 20 | Dismantling Brick work.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 as per SOR sl. No.17.2 (692) |
| 21 | S/l of 900mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Technical Specification Clause 1101 & as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
