Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads upto 3km all pucca.
3
Extra for laying earth as per specification for compaction in20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
4
Dressing of Earth work ( NEW )
5
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth)
6
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth)
7
Dressing and preparation of sub grade for side slopes.
8
Laying 1:3 (cement: water) cement slurry with cement @2.25 kg per sqmt on prepared bed & side slope before laying concrete
9
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Shape Section of all radius) (for bed & Side Slope)
10
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping
11
Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper
12
Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications Please Enable Macros to View BoQ information
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