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| 1 | Cleaning jungle including up rooling of rank, vegetations grass, push, wood trees and samplings of girth uplo 30 cms measured at a hejght of 1m above ground level and removal of rubbish up lo a distance of50m. outside the periphery of area cleaned. SOR Ch-4, S. No. 4.06 |
| 2 | 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) |
| 3 | Laying of 1000 mm dia NP-3 Hume pipe (S&S Type) in position (Labour Only) including labour and T&P etc required for completion of the work (SI. No. 10.27) |
| 4 | 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 |
| 5 | Dismantling reinforced cemenl concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge wilhin a distance of 60 metre (200feet). SOR Ch-17, S.No. 12.04 |
| 6 | Dismantling cement concreie or brick or granolithic floor including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge wilhin adistance of 60 meter (200 feet). SOR Ch-17, S.No. 12.02 |
| 7 | 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 |
| 8 | Construction of granular sub-base 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, as per MORD specification 401(including,labour cess but excluding G.S.T) |
| 9 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-10)(P.C.C) |
| 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(M-30) |
| 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 | Metal Beam Crash BarrierType - A, \\"W\\" : Metal Beam Crash Barrier Providing and laying a 'W' metal beam crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, Metal beam rail to be fixed on the vertical post with a spacer af channel section 150 x 75 x 5 mm, 330mm long complete as per clause 810 of MoRT&H. (CH-27, S.No. 15) |
| 13 | 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. |
| 14 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. |
| 15 | 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 |
| 16 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 |
| 17 | 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) |
| 18 | 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. |
| 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 and compacting to the required density (.For Grading-II ) |
| 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 and compacting to the required density (.For Grading-III ) |
| 21 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 |
| 22 | Providing and laying and rolling of open graded premix carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specific ations 508 (excluding cost of labour cess & GST) |
| 23 | Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST) Please Enable Macros to View BoQ information |
