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| 1 | Dismantling reinforced cement concrete including stacking of materials as dericeted by engineer incharge within a distance of 60 meters.al as per s.i.no.694. |
| 2 | Dismantling of brick works including stacking of materials as dericeted by engineer incharge within a distance of 60 meters.al as per s.i.no.692. |
| 3 | Removal of unserviceable soil including excavation,loading and disposal up to 1000 meters lead but excluding replacement by sutiable soil which ahall be paid separately as per clause 305 |
| 4 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 m and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer in Charge up to distance 30m. SI No. 251(a) |
| 5 | Plain Cement Concrete in Open Foundation using batching plant, transit mixer & manual placing complete as per Drawing and Technical Specifications.(M-15) |
| 6 | Providing 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 specification. |
| 7 | Plain/Reinforced Cement Concrete in foundation & super structure using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-20) |
| 8 | Reinforced Cement Concrete in open foundation using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25) |
| 9 | Reinforced Cement Concretefor wall & slab etc. using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications. (M-25) |
| 10 | Plain/Reinforced Cement Concrete for wall & slab etc.complete as per Drawing and Technical Specifications.(M30) |
| 11 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.As per UPPWD SOR no 504 |
| 12 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 13 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 14 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 15 | Supply & Fixing of 100 mm dia Drainage Spouts of MS with gratings as per drawing including cost of all materials, labour, T & P etc. required for proper completion of the work as per drawing and Technical specification |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 80 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 Specifications |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification & MORTH 710.1.4.of IRC:78 & 2200. |
| 18 | Painting and lattering on both side parapet |
| 19 | Cement Bag filled with Sand @ 0.035 cum as per SOR, Chapter-04, SI.No. 3 |
| 20 | Concrete with 4 cm. gauge Stone ballast, fine sand of 1.25 FM and cement in proportion of 8:4:1 in foundation including supply of all material labour ,tools, and plants etc. required for proper completion of work. (SI No. 273) |
| 21 | Supply & Laying of Hume pipe (1000 mm dia)Supply & Laying of Hume pipe (1000 mm dia) in position including labour and T&P etc. required for proper completion of the work.As per SOR 10.27, New item (ii) |
| 22 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 2 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H S |
| 23 | M-150 brick on edge pavement on patries laid dry joints filling with local sand including prepration of base to proper slope and its ramming spreading layer of 1cm.of local sand over the sub grade including supply of all materials labour T&P etc.proper complitation of the work.S.I.763 |
| 24 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 2 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H S |
| 25 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete .As per Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST. |
| 26 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..As per Reference to MORT&H Specification 406 SN. 4.14 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST. |
| 27 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.As per Reference to MORT&H Specification 502 SN. 5.10Rates are including all labour, material, T&P, taxes & labour cess but excluding GST. |
| 28 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 29 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 30 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Please Enable Macros to View BoQ information |
