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| 1 | 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 |
| 2 | 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 |
| 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 ofr roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upt 50 m as per technical Specification Clause 302.3 |
| 5 | 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) |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-10)(P.C.C) |
| 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(M-30) |
| 8 | 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 |
| 9 | 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. |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. |
| 11 | 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 |
| 12 | 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 |
| 13 | 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. |
| 14 | 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 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 15 | Providing, laying, spreading and compacting graded stone aggregate of specific sizes to water bound macadam specification including spreading thickness, hand packing rolling with smooth wheel 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 Grading 3 as per Technical specification clause 405, including 4% cement (OPC) & its Mixing with Rotavater |
| 16 | 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 |
| 17 | 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) |
| 18 | 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) |
| 19 | Concrete with 4 cm. gauge Stone ballast, Coarse sand and cement, in proportion of 8:4:1 in foundations and under floors, work Complete as per SI. No 281 |
| 20 | Supply of 600 mm dia NP-3 Hume pipe (S&S type) |
| 21 | Laying of 600 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) |
| 22 | Supply of 1000 mm dia NP-3 Hume pipe (S&S type) |
| 23 | 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) |
| 24 | M-150 brick work in 1:4 cement and coarse sand mortor in foundation and plinth (SI. No. 305(a) |
| 25 | Fixing of Joints in hume pipe 600 mm dia with juit and cement etc including cost of all material, labour and T&P etc.(SI. 10.27 New Item) Please Enable Macros to View BoQ information |
