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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete Made of G.I. wire of dia 4 mm |
| 3 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: 1:2:4 |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 6 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete |
| 7 | Brick work with common burnt clay modular bricks of class designation7.5 in foundation and plinth in:Cement Mortar 1: 6 (1 cement : 6 coarse sand). |
| 8 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 9 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approvedcolour design and pattern. |
| 10 | Excavation in foundation for retaining, breast walls etc, in all types of soilsand rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction |
| 11 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply of allmaterial, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORDSpecifiction |
| 12 | Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As perPWD Uttarakhand specifications) |
| 13 | Gravel/Soil Aggregate Base/Subbase Nominal Maximum size Grading 80 mm(Table 2.3 of IRC SP 77-2008)Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well gradedmaterial of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP77-2008, spreading in uniform layers with tractor mount appropriate gradingarrangements on prepared surface, mixing by mix in place method at OMC withtractor mount appropriate rotavator attachment and compaction with threewheel 80-100 kN Static Roller capacity to achieve the desired density completeas per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008 |
| 14 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed) |
| 15 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 Please Enable Macros to View BoQ information |
