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| 1 | Excavation in Soil (any type) using Hydraulic Excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 2 | Excavation of soil using hydralic JCB and hydralic ractor trolly i/c cutting andloading in trolly and transporting to the embankment locations with all lifts and avg. lead excluding royality |
| 3 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layersand dressing, watering , rolling as per specifications for compaction |
| 4 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing. As per Earthwork statement upto 1.5m depth |
| 5 | E/W excavation in foundation & trenches,Qty same as of sleepers (sleepers in side slope & in bed) + coping |
| 6 | Dressing of New EW |
| 7 | Dismantling Concrete : Cement concrete plain1:2:4 mix |
| 8 | Dressing side slopes and preparation of sub grade for linning |
| 9 | Providing and laying Cement concrete manually without machnical paver using cement concrete mixed in autometic computerized batching and mixing plant and transported to site in transit mixer inl. S/o, C/o, loading unloading of all materials complete in all respect as per PWD Specifications and Engineer in Charge. for Sleepers in bed and side slopes below the joints of slabs |
| 10 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope slope before laying concrete lining. Plus Laying Slurry on Sides of Sleepers |
| 11 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site intransit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 12 | Providing and laying Cement concrete manually without machnical paver using cement concrete mixed in autometic computerized batching and mixing plant and transported to site in transit mixer inl. S/o, C/o, loading unloading of all materials complete in all respect as per PWD Specifications and Engineer in Charge. for Sleepers in bed and side slopes below the joints of slabs (M-15) mixed in automatic computerized batching and mixing plant and transported to the site intransit mixer including supply ,carriage, loading & unloading of all materialcomplete in all respect |
| 13 | Providing and laying LDPE 150 micron over sleeper on construction joints andexpansion joints complete in all respect as per design/drawing and PWDspecifications |
| 14 | Shuttering for faces of concrete lining on side slopes and bed complete in allrespect as per design drawing and PWD specifications. |
| 15 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. Supply carriage of material complete in all respect as per design/drawing and PWD specifications on sides of slab. |
| 16 | 1st class brick work laid in CSM 1:5 in foundation and plinth |
| 17 | 12.5 mm thick Cement plaster 1:3 |
| 18 | CC 1:3:6 m-10 with stone ballast mixing by manual means |
| 19 | 1st class brick work laid in CSM 1:4 in foundation and plinth Please Enable Macros to View BoQ information |
