|
| 1 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for including removal of all demolished material form site to out side MD land complete all as specified and as directed. |
| 2 | Demolition of brickwork or stone/ PCC Block masonry, built in cement mortar or cement lime mortar including all quoins, arches,pillors etc, but excluding aslar facing, dressed stonework and precast concrete article including removal of all demolished material form site to out side MD land complete all as specified and as directed. |
| 3 | Excavation over areas, n.exc. 1.5m deep and getting out in any type of soil complete all as specified and as directed. |
| 4 | All as per item No.3 above, but depth exc. 1.5m but n. exc. 3.0m and getting out in any type of soil complete all as specified and as directed. |
| 5 | M&L for Plain Cement Concrete,(1:4:8), type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 6 | M&L for RCC M-30 design mix (using 20mm graded stone aggregate) Foundations, including raft, footing, foundation bems; plinth beams; bases for columns, etc; basements slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 7 | M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like;any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 8 | Use & waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat sufaces of concrete complete all as specified and as directed. |
| 9 | Use & waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface complete all as specified and as directed. |
| 10 | Use & waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface complete all as specified and as directed. |
| 11 | S&F High strength deformed bars (TMT bars) 10mm dia and over as in reinforcement for concrete cut to length, bent to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 12 | M&L for Hardcore of gauge n.exc. 63 mm, deposited, spread and levelled in layers n.exc. 15cm thick, watered and rammed to a true surface Broken stone or boulders complete all as sepecified and as directed. |
| 13 | S&F for PVC (SWR) pipes 75mm dia on wall/floor single socketed in any length with rubber rings joints complete all as specified and as directed. |
| 14 | Removing excavated material n.exc. 50m and depositing where directed at a level n.exc. 1.5m above the starting point complete all as specified and as directed. |
| 15 | Returning and back filling of retaining walls using approved earth obtained from excavation including spreading, levelling, watering and well ramming in layers n.exc. 25 cm for hard/dense soil complete all as specified and as directed.NOTE: (back filling required for Hill side only) |
| 16 | S&F for angles and flats for post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for securing wire mesh etc.) including all necessary drilling,bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 17 | Preparation of new or previously untreated steel surfaces of any description over10cm width or girth ,not otherwise described and applying two coats of Synthetic Enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed. |
| 18 | S&F for Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain-ing bolts, including, securing or typing at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified as directed. |
| 19 | S&F Concertina coil fencing with punched tape concerntina coil made form high tensile spring steel, high Carbon wire conforming to is -4454 [part-1], of Grade -SM duly hot Dipped Galvanished as per IS -4826 with 230GSM, 600mm dia, 10 Metre openable lenghth, with galvanished coating and punched tape material as per IS-513, having 50 Nos rounds per 6 mtr lenghth (before streaching) having medium barbs (barb length 24+- 1mm barb width 19+-1mm, pitch between two barbs 35+-1mm), spring core wire (2.6mm thick) of hign tensile strength of 165 kg/sqmm with tape (0.52mm thick) and weight 43.478 Grams/ metre and fixing to \\"Y\\" or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, stud tied with GI Staple and GI Clips to reatin horizontal, including necessary bolts and coating with Px compound [Anti rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron support shall be measured and paid sepately under relevent items of Schedule \\"A\\". Measurement shall be made for stretched length. |
| 20 | S&F for 4mm dia galvanised steel wire, (150mmx100mm) mesh, made up into matteresses or cages, lappaed wired and laid in postion including closing after filling inclufing necessary hooking with nut and bolt for nailing at edges of mesh complete all as specified and as directed . |
| 21 | M&L for PCC M-20 (using 12.5mm garded crushed stone aggregate) in slopy area of any description over GI wire mesh fixed on prepared earth surfaces complete all as specified and as directed. |
| 22 | S&F for 25mm dia High yield strength deformed (TMT bars) on scarp portion of land slide area, insertation to a depth of as ordered using soil nailing technique by mechanical means complete all as specified and as directed. |
| 23 | S&F for 8mm dia 200mm long galvanised iron J-hook, bolts fixed in holes and secured with MS plate (10cmx10cm), 4mm thick to the GI steel wire mesh in position and grouting holes with cement mortar (1:2) including forming mortice holes suitable to the size of J-hook bolts complete all as specifed and as directed. |
| 24 | M&L for perforated 50mm nominal bore galvanised iron pipe,medium grade pipe ISI-1239 having perforation of exceeding 12mm dia and not exceeding 25mm @ 100mm C/C in three rows duly fitted with (welded) mild steel conical shoe suitable for 50mm pipe having wall thickness equal to thickness of pipe including drilling holes into hill slope using rotary drilling technique complete all as specified and as directed. |
| 25 | M&L for boulder pitching, laid dry, hand picked tightly is grouted with cement and sand morter (1:6) complete all as specified and as directed. |
| 26 | M&L for Pre-cast Cement Concrete block masonry PCC (1:3:6) type C-1 (using 20mm graded aggregate) with solid blocks, exc. 10 cm in width and set in CM (1:6) complete all as specified and as directed. |
| 27 | M&L for rendering 15 mm thick in Cement mortar 1:4 on fair faces of brick/concrete surfaces finished even and smooth without using extra cement. complete all as specified and as directed. |
| 28 | M&L for Preparation of newly plastered surface of wall and applying two coats of cement based paint over a coat of primer complete all as specified and as directed. |
| 29 | M&L for Plain Cement Concrete (1:2:4) type B-0 (using 20mm graded stone aggregate) in Providing, cement concrete in roof kerbs or mud stops, rounded or chamfered on edges Complete all as specified and as directed. Please Enable Macros to View BoQ information |
