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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m in all kind of soil complete all as specified and directed. |
| 2 | All as per item No. 1 above but lift exceeding 1.5m but n.exc 3.0m. |
| 3 | Excavation in trenches n.exc 1.5m wide and n.exc. 1.5m in depth for foundation etc for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and n.exc. 1.5m in depth and getting out in any type of soil complete all as specified and directed. |
| 4 | M&L for removing excavated soil exceeding 250 m but n.exc 500m and depositing where directedat a level n.exc. 1.5m above the starting point complete all as specified and directed. |
| 5 | Returning filling in including spreading, levelling, watering and well ramming in layers n. exc 25cm in any type of soil complete all as specified and directed. |
| 6 | M &L for plain cement concrete (1:4:8) type D2 (using 40mm graged stone aggregtaes) as in foundations/ mass concrete complete all as specified & directed. |
| 7 | M&L brick work with sub class ‘B’ brick (old size) straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified & directed. |
| 8 | M&L PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in copings, plinth course, damp proof course, bed blocks, benching, PCC cills and similar items complete all as specified & directed. |
| 9 | M&L Reinforced cement concrete 1:1.5:3 design mix (M-25), using 20mm crushed stone agg as in foundation, including rafts, footings,foundation beams, plinth beams, bases for columns etc. complete all as specified & directed. |
| 10 | M&L Reinforced cement concrete 1:1.5:3 design mix (M-25), slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 11 | M&L Mild steel TMT bars (conforming to Fe 500/Fe 550) 6 to 8mm dia in stirrups cut to lengths bent to shape required including cranking bending and spirally hooping for columns hooking ends and binding with MS wire annealed n.less then 0.90mm dia complete all as specified and directed. |
| 12 | S&F TMT bars 10mm dia and over, cut to length, bent to shape required,including cranking, bending, spirally for hooping for columns, hooking ends and binding with with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed. |
| 13 | M&L for use and waste of form work to sides of concrete foundations footings base of columns, plinth beams ,raft and raft beams, sides ansd soffits of foundation complete all as specified & directed. |
| 14 | M&L for use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified & directed. |
| 15 | M&L for drilling 300mm dia borehole by DTH cum rotary at any depth below the ground level in any kind of rock/soilincl hard stone/boulders incl electronic logging, MS cap, MS flt iron clamp, reducing socket etc up to 40 m depth incl disposal of surplus soil to a distance exc 500 away complete all as directed and specified.Note- The depth of drilling bore shall be upto water table and will be directed by Engr-in-charge |
| 16 | Add or deduct in item No. 15 for each 01 RM depth or part thereof. |
| 17 | S&F self perforated unplasticised PVC pipes 200mm dia of pressure rating 10kg/Sqcm fixed complete to wall or ceiling or in floors complete all as specified & directed. Note-The rates quoted in above items is deemed to be inclusive of all T&P equipments and labour required for execution of this item at site including transportation charge for the said T&P equipments and no extra cost shall be paid for the same. |
| 18 | Supply, installation and testing of UPVC pipe for Air vent-200mm Dia(SCH-40) with all necessary fittings including jointing and jointing materials complete all as specified and directed. |
| 19 | M&L for broken brick coarse aggregates of nominal size 63mm/40mm complete all as specified and directed. |
| 20 | M&L for pea Gravel filling in floors or pavings spread and levelled in layers not exc 15 cm thick, watered and rammed to true surface complete all as specified and directed. |
| 21 | M&L for sand filling (200 mm thick) under floors or in foundations including watering and consolidation complete all as apecified and directed. |
| 22 | M & L for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 on wall surfaces, finishing the surface even and smooth without using extra cement |
| 23 | M&L for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 24 | M&L for preparation of new or previously untreated surfaces, of steel and iron work of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of Red oxide complete all as specified and diercted. |
| 25 | M&L for fiber reinforced polymer cover of size 600x600mm clear opening and having cover sive 640mm,frame size 710mm, thickness not less than 25mm of approved make complete all as specified and diercted. |
| 26 | M & L for 75mm thick cement concrete type D2 1:4:8 (using 40mm graded stone aggregate)complete all as specified and diercted. |
| 27 | M & L Sand for 50 mm thick filling under interlocking paver block including watering and consolidation complete all as specified and diercted. |
| 28 | M&L for Machine pressed precast concrete interlocking paver block with ceramic/glossy finish any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed. |
| 29 | Supply and filling coarse aggregate (5-20mm) filling in floor or paving laid in layers n.exc. 15cm thick spread levelled and rammed complete all as per specified and directed. |
| 30 | S&F PVC pipes, 150mm bore, single sockets in any length with rubber ring joints laid in floors or wall including clamps, bands, tee and shoes complete all as specified and directed. |
| 31 | M&L for PCC bed to drain pipes type cement concrete 1:3:6 type C-2 (20mm graded aggregate) including packing under and haunching against the sides of pipes after they are laid and tested in floor complete all as specified and directed. |
