EXCAVATION & EMBANKMENT



GOVERNMENT OF MAHARASHTRA
COMMAN SCHEDULE OF RATES FOR 2018-19
EXCAVATION & EMBANKM
 

Sr.
No.
Item Unit Rate for 2018-19 (Rate in Rs.)
Completed Item Labour
1 2 3 4 5
1 Item No.1 :-
Excavation in all kinds of soil including boulders upto 0.6 m  diameter  (  0.113  cum)  for  canal,  seating  of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment  including cost of all materials, machinery, labour, dressing  bed  and sides to required level and profile etc.complete with lead upto 1 km and all lifts as directed.
Cum. 66.15 11.08
2 Item No.2 :-
Excavation in hard murum including boulders upto 0.6 m  diameter  (  0.113  cum)  for  canal,  seating  of embankment, filter drains / catch water drains etc., and placing the excavated stuffneatly in dump area or for formation of service road / embankment  including cost of all materials, machinery, labour, dressing  bed  and sides to required level and profile etc., complete  with lead upto 1 km and all lifts as directed.
Cum. 80.30 14.95
3 Item No.3 :-
Excavation in soft rock without blasting including boulders upto 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock  neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed.
Cum. 97.85 19.04
4 Item No.4 :-
Excavation in hard rock of all toughness by blasting including   boulders   above   0.6   m   dia.(0.113Cum) minimising  damage to  side slopes of  excavation in water prism area by adopting any one or combination of line drilling /pre-splitting /smooth blasting techniques and placing  the  excavated rock  neatly in  approved dump area including cost of all materials, machinery, labour,levelling bed etc., complete with lead upto 1 km and all lifts as directed.
Cum. 312.95 52.73
5 Item No.5 :-
Excavation in hard rock of all toughness  including boulders above 0.6 m dia.(0.113Cum)for canals cut-off trench of  embankment  filter/catch water  drains  and other  appurtenent  structures  by  control  blasting methods   including  control  of  vibrations  by  use  of delay detonators and control of fly rocks by muffling arrangements  and  adopting  only  jack  hammers  for drilling holes and minimising damage to  side slopes of canal  in  water  prism  area  by adopting  any one  or combination  of   line   drilling   /pre-splitting   /smooth blasting     techniques      including     cost     of     all materials,machinery,  labour,placing  excavated  rock neatly approved dump area as directed etc., complete with lead upto 1 km and all lifts as directed.
Cum. 469.45 79.12
6 Item No.6 :-
Excavation in hard rock of all toughness by breaker including   boulders   above   0.6   m   dia.(0.113Cum) minimising damage to side slopes of excavation  and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead upto 1 km and all lifts as directed.
Cum. 505.35 34.85
7 Item No.7 :-
Watering the embankment in proper layers by tankers including cost of water, lead of water upto 1 km and all lifts etc. complete as directed.
Cum. 17.70 ---
8 Item No.8 :-
Compaction of bankwork with vibratory Compactor to 95 % of Proctor density including  watering (cost of water) with a lead upto 1.00 Km. as directed.
Cum. 29.10 ---
9 Item No.9 :-
Providing  cut  off  trench  filling  using  selected impervious soil directly available from material of excavation    including    cost    of    all    materials, machinery,labour,   all   other   operations   such   as collection of soil, spreading soil in layer of specified thickness,   sorting   out,   breaking   clods,   levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor  including cost of water etc. complete with  lead upto1 km  for water and all lifts as directed.
Cum. 49.80 2.13
10 Item No.10 :-
Providing  hearting  embankment  using  selected impervious   material    available   directly   from excavation in layers including cost of all materials, machinery,  labour,  all  other  operations  such  as collection  of  material,  spreading  soil  in  layer  of specified   thickness,   sorting   out,   breaking   clods, levelling,   sectioning    edges    /    sides,    watering, compacting each layer to density control of not less than  95  percent  or  as  stipulated  using  vibratory compactor  including cost of water etc.complete with lead upto1 km  and all lifts as directed.
Cum. 49.80 2.13
11 Item No.11 :-
Providing   casing   embankment   using   selected pervious    material     available    directly    from excavation in layers including cost of all materials, machinery,  labour,  all  other  operations  such  as collection of material, spreading material in layer of specified   thickness,   sorting   out,   breaking   clods, levelling,   sectioning    edges    /    sides,    watering, compacting each layer to density control of not less than  95  percent  or  as  stipulated  using  vibratory compactor  including cost of water etc. complete with lead upto1 km and all lifts as directed.
Cum. 64.05 2.87
12 Item No.12 :-
Providing  cut  off  trench  filling  using  selected impervious  soil  from  approved  borrow  areas including cost of all materials, machinery,labour, all other operations such as collection of soil, spreading soil  in  layer  of  specified  thickness,  sorting  out, breaking  clods,  levelling,  sectioning  edges  /  sides, watering, compacting each layer to density control of not  less  than  95  percent  or  as  stipulated  using vibratory  compactor   including  cost  of  water  etc. complete with lead upto1 km and all lifts as directed.
Cum. 118.10 2.21
13 Item No.13 A :-
Providing  hearting  embankment  using  selected impervious  soil  from  approved  borrow   areas (Government acquired  land) in layers  including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified   thickness,   sorting   out,   breaking   clods, levelling,   sectioning    edges    /    sides,    watering, compacting each layer to density control of not less than  95  percent  or  as  stipulated  using  vibratory compactor  including cost of water etc., complete with lead upto1 km and all lifts as directed.
Cum. 107.70 2.11
  Item No.13 B :-
Providing  hearting  embankment  using  selected impervious  soil  from  approved  borrow   areas (Private land- contractors own material) in layers including cost of  all materials, machinery,labour, all other operations such as collection of soil, spreading soil  in  layer  of  specified  thickness,  sorting  out, breaking  clods,  levelling,  sectioning  edges  /  sides, watering, compacting each layer to density control of not  less  than  95  percent  or  as  stipulated  using vibratory  compactor   including  cost  of  water  etc., complete with  lead upto1 km and all lifts as directed.
Cum. 164.50 2.10
14 Item No.14 A :-
Providing   casing   embankment   using   selected pervious  material  from  approved  borrow  areas (Government acquired  land) in layers of including cost  of  all  materialsmachinery,labour,  all  other operations such as collection of soil, spreading soil in layer of specifiedthickness, sorting out, breaking clods, levelling,   sectioning    edges    /    sides,    watering, compactingeach layer to density control of not less than  95  percent  or  as  stipulated  using  vibratory compactor  including cost of water etc., complete with lead upto1 km and all lifts as directed.
Cum. 133.05 2.88
  Item No.14 B :-
Providing   casing   embankment   using   selected pervious  material  from  approved  borrow  areas (Private land- contractors own material) in layers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specifiedthickness, sorting out, breaking clods,  levelling,  sectioning  edges  /  sides,  watering, compacting each layer to density control of not less than  95  percent  or  as  stipulated  using  vibratory compactor  including cost of water etc., complete with lead upto1 km and all lifts as directed.
Cum. 189.90 2.87
15 Item No.15 :-
Providing  cohesive  non-swelling  (CNS)  material lining  to  canals  using  selected  material   from approved   borrow   area   including   cost   of   all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing
20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not lessthan 95 percent or as stipulated, dressing to required profile including cost of water etc. complete with lead upto1 km and all lifts as directed.
Cum. 187.65 45.25
16 Item No.16 :-
Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones   and   stone   chips   from   approved   source including cost of  all materials, labour, hand packing / wedging stone chips, finishing etc.,complete with lead upto 50 m and all lifts as directed.
Sqm. 254.85 53.99
17 Item No.17 :-
Providing and constructing 450 mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones   and   stone   chips   from   approved   source including cost of  all materials, labour,hand packing / wedging stone chips, finishing etc.,complete with lead upto 50 m and all lifts as directed.
Sqm. 346.85 80.85
18 Item No.18 :-
Providing and constructing dry rubble rock-toe using rubble  and  stone  chips  from  approved  source including cost of all materials, machinery, labour, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with lead upto 50 m and all lifts as directed.
Cum. 639.90 161.83
19 Item No.19(A) :-
Providing  and constructing  longitudinal  and  cross graded filter drains using sand and 20 mm down approved clean, hard, graded aggregates satisfying specified filter creteria in layers of specified thickness including  cost  of  all  materials,  machinery,  labour, laying to required slopes, compaction etc., complete as per specifications and approved drawings with lead upto 50 m and all lifts as directed.
Cum. 1012.90 215.02
  Item No.19(B) :-
Providing and constructing 0.50 m thick vetical or inclined graded filter   media consisting of 150 mm thick  sand layers  and 200  mm  thick  20 mm  down coarse   approved  clean,  hard,  graded  aggregates satisfying specified filter creteria in layers of specified thickness including cost of all materials, machinery, labour,  laying  to  required  slopes,  compaction  etc., complete as per specifications and approved drawings with lead upto 50 m and all lifts as directed.
Cum. 1019.30 215.02
20 Item no 20:-
Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other  ancillary  operations  whenever  necessary  etc. complete     under     specific     and     indispensable circumstances  with  prior  approval  from  competent authority with authentic evidence of records justifying dewatering etc. complete as directed.
BHP Hr. 34.65 14.94
21

Item No 21: Providing and Laying of Quarry Spalls of approved  trap  stone  quality  of  specified  thickness including   hand   packing   etc.   complete   as   per specifications & approved drawing with lead of 50m and all lifts as directed.

Cum 296.25 36.39

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