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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.50m depth including getting out any type of soil l (soft/loose soil or hard/dense soil/moorum if any ) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 1.50m depth but n exc 3.00m depth including getting out all kind of soil (soft/loose soil or hard/dense soil) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 3.0m depth but n exc 4.50m depth including getting out ordinary rock (soft disintregated rock) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, M&L for 150mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed.as directed by Engineer-incharge complete all as specified and as directed. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) exc 4.50 m depth but n exc 6.00 m depth including getting out ordinary rock (soft disintregated rock) and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge complete all as specified and as directed. |
| 5 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. |
| 6 | M&L for 150mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed. |
| 7 | M&L for cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed. |
| 8 | M&L for Brickwork with old size subclass ‘B’ burnt bricks, straight or curved on plan n exc 6m mean radius built inCM (1:4) complete all as specified and as directed. |
| 9 | M & L for rendering 15mm thick in CM 1:4 on brick surface finished even and smooth without using extra cement as in drain and culvert complete and all as specified. |
| 10 | Providing, cement concrete Type B1 1:2:4 (20 mm graded aggregate) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs ,water troughs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed. |
| 11 | M&L for Loose filling with broken burnt brick aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 12 | M&L for Loose filling with stone aggregates of gauge 40 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 13 | M&L for Loose filling with stone aggregates of gauge 20mm in soakage pits, soakage wells complete all as specified and as directed. |
| 14 | M&L for sand filling under floors or in foundations or soak pit/ reacharge pit including watering and consolidation complete all as specified and as directed. |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed. |
| 16 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed. |
| 17 | Removing excavated material exc. 50 m and depositing where directed at a level n exc. 1.5 m and upto a total distance of 250 m above the starting point complete all as specified and as directed. |
| 18 | M&L for Reinforced cement concrete (nominal mix) Type A1 1:1.5:3 (20 mm graded aggregate) in 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 as directed. |
| 19 | M&L for Providing Type B1 1:2:4 (20mm graded aggregate) precast cement concrete in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed. |
| 20 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) fair finished surfaces of concrete complete all as specified and as directed. |
| 21 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide fair finished surfaces of concrete complete all as specified and as directed. |
| 22 | M&L for Mild steel 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 23 | M&L for Mild steel TMT bars5 mm dia and ove upto and incl 10 mm dia as in stirrups spacers and bindersbent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 24 | M&L for 150 mm dia UPVC Pipes (SCH-40) with 10mm dia hole 5cm in both directions as perforated and wraped with nylon newar for water reacharge on ground, single socketed with all joints, in any length with rubber ring joints,capbail plug etc laid in trenches, bores, pits or in floors complete all as specified and as directed. |
| 25 | M&L for drilling of 12\" (300mm) bore in any strata in any type of soil rock by means of rotary drilling method up to 30 m deep below GL including disposal off surplus soil to a distance up to50M complete including washing the bore with compressesd air ( pressure not less than 250 PSI & 400 cuft per minut capacity) to improve porosity complete all as spd and directed. |
| 26 | Supply lowering and fixing of plain MS black pipe 6\" (150mm) nominal bore medium grade wall thickness 4.80mm made of MS ERW sockets and socketed IS 1239 marked pipe in statndard length complete with necessary fitting, and joining complete |
| 27 | S&F bail plug suitable for 150mm bore pipe wall thickness 4.80mm made out of MS black pipe complete |
| 28 | M & L Reinforced concrete pipes,200 mm bore ofclass NP 2 laid and jointed complete with collars complete all as spd and directed. |
| 29 | M&L for concrete bed 1:4:8 Type D-2 to drain pipes including under and haunching against the sides of pipes after they are laid and tested etc. |
| 30 | Forming embankments includingraising(orlowering)earth,spreading in layers n exc. 30 cm thick;watering,ramming/rolling andfinishingto requiredsize, shape,etc., n exc. 1.5 m high from base complete all as spd and directed. |
| 31 | M & L Boulder pitchinghandpackedand grouted with cement and sand in CM 1:6 laid in slop or horizontal complete all as spd and directed. |
| 32 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep getting out in soft and loose soil complete all as specified and as directed. |
| 33 | M & L for hard coren exc 63mm deposite spread & levelled, water rammed to a true surface complete all as specified and directed. |
| 34 | M & L for glossy finish Machine pressed precastconcrete interlocking paverblock (two colour combination) any shape and sizeconfirming to IS 15658-2006of 60 mm thickness, M-35Grade with grey cement & pigment complete all as specified and as directed. |
| 35 | Note: Amount of sch of credit of Rs.NIL/-will be deducted from total amount of BOQ. |
