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| 1 | Dismantling brick work in cement sand mortar |
| 2 | Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr |
| 3 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints holes, refilling consolidation including the cost of diversion for traffic crossing over trenches for access to the houses watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15mtr complete in all respects |
| 4 | Compaction b (i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. b (ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.b (iii) Extra for rolling to specifications.\\" |
| 5 | plain cement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40 mm normal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days |
| 6 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m |
| 7 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. |
| 8 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing upto 1.50 m depth. (Taking 0.5‘ lip cutting)0-1.5 m depth |
| 9 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of(a) First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.(b) Second layer of 10mm thick cementplaster 1:3 properly rendered and finished.(c) 75mm thick bricks laid in 1:3 cement sand mortar over second layer.\\" |
| 10 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 \\" |
| 11 | Lowering jointing OF RCC NP-2 S&S pipe 300mm dia laying same to correct gradient and alignment and jointing ends (committee labour rate) |
| 12 | Lowering jointing OF RCC NP-2 S&S pipe 1000mm dia laying same to correct gradient and alignment and jointing ends (CSR 29.46 B m labour rate) |
| 13 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 |
| 14 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in- charge).a(F)\\" |
| 15 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed.\\" |
| 16 | Providing installation& fixing in position spindle type hoist assembly capacity 1.5 Ton at site complete in all respects and to entire satisfaction of engineer-in-charge Please Enable Macros to View BoQ information |
