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D20: EXCAV. AND FILLING Site preparation

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Site Prep

Remove trees n e 0.6m g 

Nr           255.00
1.50m - 3.00m g  Nr           443.00
exc  3.00m g  Nr           638.00
 

Remove tree stumps girth 0.6m - 1.5m g

Nr            77.00
1.5m - 3.00m g  Nr           102.00
exc  3.00m g Nr           136.00
 

Clearing site vegetation; filling voids left by removal of roots using selected material arising from Excav. bushes, scrub, undergrowth, hedges and trees

    
stumps n.e. 0.6m g m2              1.00
 

Lifting turf for preservation stacking on site average 100 m distance

    
for future use m2              6.00
   
   
 

Excav. - using a machine Top soil for preservation

    
average 150 mm deep.  m2              1.00
 

Excav. to reduce levels depth max. of n.e.

    
0.25m m3              3.00
1.00m m3              1.00
2.00m  m3              2.00
4.00m.  m3              2.00
6.00m.  m3              2.00
   
   
 

Basements  commencing IeveI  >  0.25 m deep ground IeveI max depth n e 1.00 m  

m3              3.00
max depth n e 2.00 m  m3              2.00
max depth n e 4.00 m  m3              3.00
max depth n e 6.00 m m3              3.00
max depth n e 8.00 m m3              5.00
 

Trenches width n.e. 0.30 m depth max. of n.e. 

    
0.25 m m3            24.00
1.00 m m3            25.00
 

Trenches width > 0.30 m depth max. of n.e. 

    
0.25 m m3            12.00
1.00 m m3            12.00
2.00 m  m3            13.00
4.00m.  m3            16.00
6.00m.  m3            17.00
 

E/0 pit excav for commencing IeveI  >  0.25 m deep ground IeveI 1.00 m deep 

m3              2.00
2.00 m deep  m3              2.00
3.00 m deep  m3              3.00
4.00 m deep  m3              3.00
   
   
 

Trench wdth n e 0.30 m max depth n e 0.25 m 

m3            10.00
max depth n e 1.00 m  m3            10.00
max depth n e 2.00 m  m3            12.00
max depth n e 4.00 m  m3            14.00
max depth n e 6.00 m m3            17.00
 

E/0 trench excav for commencing IeveI  >  0.25 m deep ground IeveI 1.00 m deep 

m3              2.00
2.00 m deep  m3              2.00
3.00 m deep  m3              3.00
4.00 m deep  m3              3.00
 

For pile caps and having ground beams in between piles depth max. of n.e. 

    
0.25 m m3            17.00
1.00 m m3            17.00
2.00 m  m3            18.00
 

For pits depth max. of n.e.

    
0.25 m m3            15.00
1.00 m m3            17.00
2.00 m  m3            19.00
4.00 m; m3            22.00
 

Excav. below ground water level for any depth

m3              6.00
 

 

    
Excav. in running silt, sand or liquid mud for any depth m3            11.00
   
   
 

Excav. below ground water level in running 

    
silt, sand or liquid mud; m3            15.00
 

Excav. in heavy soil or clay;

m3              1.00
 

Excav. in gravel;

m3              2.00
 

Excav. in loose rock or chalk;

m3              3.00
 

Excav. to bench sIoping ground to receive a fiIIing max depth n e 0.25 m 

m3              3.00
max depth n e 1.00 m  m3              3.00
max depth n e 2.00 m  m3              3.00
 

Breaking out existing materials; extra over any of Excav. for any depth

    
sandstone  m3            20.00
hard rock  m3            31.00
concrete; m3            25.00
concrete reinforced (steel or the like)  m3            38.00
brickwork, blockwork or stonework  m3            17.00
E/0 any type of excav for any depth for breaking out existing pavings, 75 mm thk coated tarmac,asphalt  m2              3.00
E/0 any type of excav for any depth for breaking out existing pavings, 150 mm thk conc  m2              9.00
E/O for Reinf conc  m2            12.00
E/O for coated tarmac,asphalt m2              5.00
 

Working space allowance to excavations to reduced levels in basements or the like  

m2              3.00
in pits  m2              9.00
in a trench m2              9.00
for piIe caps & ground beams in between piIes  m2              9.00
 

Excav. Basements  commencing IeveI  >  0.25 m below ground level max depth n e 1.00 m

m3            26.00
max depth n e 2.00 m  m3            27.00
max depth n e 4.00 m  m3            37.00
max depth n e 6.00 m m3            46.00
max depth n e 8.00 m  m3            54.00
   
   
 

Excav Pits max depth n e 0.25 m 

m3            29.00
max depth n e 1.00 m  m3            37.00
max depth n e 2.00 m  m3            44.00
max depth n e 4.00 m m3            56.00
max depth n e 6.00 m  m3            70.00
 

E/O any type of excav for any depth for breaking out existing pavings, 60 mm thk precast conc paving sIabs

m2              3.00
E/O any type of excav for any depth for breaking out existing pavings, 75 mm thk coated tarmac & asphaIt m2              5.00
E/O any type of excav for any depth for breaking out existing pavings, 150 mm thk conc  m2            10.00
E/O Reinf conc m2            14.00
E/O coated tarmac, asphalt & stone m2              7.00
E/O solid rock m2            25.00
 

Working space allowance to excavations to reduced levels, basements  

m2            29.00
pits  m2            31.00
Trench  m2            27.00
piIe caps & ground beams between piles  m2            32.00
E/O excav for working space for backfilling with chosen materials m2            27.00
with upto 0.4m of sand m2            36.00
with upto 0.4m of graveI  m2            37.00
pIain in situ conc ready mixed conc & aggregate m2            80.00
 

Earthwork support with the measurement of space from the opposing faces of n.e. 1.00m; depth max. n.e. 

    
1.00 m m2              3.00
2.00 m  m2              4.00
4.00 m; m2              5.00
6.00 m; m2              5.00
with the measurement of space from the opposing faces of 1.00 to 2.00m; depth max. of n.e.     
1.00 m m2              3.00
2.00 m  m2              4.00
4.00 m; m2              5.00
6.00 m; m2              6.00
with the measurement of space from the opposing faces of 2 .00m to  4.00m; depth max. of n.e.     
1.00 m m2              4.00
2.00 m  m2              4.00
4.00 m; m2              5.00
6.00 m; m2              6.00
   
   
 

Earthwork support; unstable ground with the measurement of space from the opposing faces of n.e. 1.00m; depth max. n.e. 

    
1.00 m m2              5.00
2.00 m  m2              7.00
4.00 m; m2              8.00
6.00 m; m2              9.00
with the measurement of space from the opposing faces of 1.00 to 2.00m; depth max. of n.e.     
1.00 m m2              6.00
2.00 m  m2              7.00
4.00 m; m2              8.00
6.00 m; m2            10.00
with the measurement of space from the opposing faces of 2.00m to 4.00m; depth max. of n.e.     
1.00 m m2              6.00
2.00 m  m2              7.00
4.00 m; m2              9.00
6.00 m; m2            10.00
 

Earthwork support; next to roadways; left in with the measurement of space from the opposing faces of  1.00m to 2.00m; depth max. of n.e. 

    
6.00 m; m2            25.00
with the measurement of space from the opposing faces of  2.00m  to 4.00m; depth max. of n.e.     
1.00 m m2            27.00
2.00 m  m2            28.00
4.00 m; m2            29.00
6.00 m; m2            30.00
Compacting with     
with small vibratory roller m2              2.00
with large wheeled roller m2              2.00
Backfilling / Making up     
Backfilling excavated material arising from excavation m3            26.00
Placing hardcore or M.O.T.     
n.e. 250mm thick m2            27.00
exceeding 250mm thick m2            21.00
Blinding with sand or ashes     
n.e. 250mm thick m3            82.00
exceeding 250mm thick m3            77.00
   
   
 

Earthwork support; unstable ground; left in with the measurement from opposite sides of  n.e. 1.00m; depth max. n.e. 

    
1.00 m m2            13.00
2.00 m  m2            14.00
4.00 m; m2            15.00
6.00 m; m2            16.00
with the measurement from opposite sides 1.00m - 2.00 m  m2              5.00
with the measurement from opposite sides  2.00m to 4.00 m m2              7.00
max depth n e 2.00 m with the measurement from opposite sides not  >  2.00 m  m2              7.00
with the measurement from opposite sides 1.00m - 2.00 m  m2              7.00
with the measurement from opposite sides  2.00m to 4.00 m m2              9.00
max depth n e 4.00 m with the measurement from opposite sides not  >  1.00 m  m2              7.00
with the measurement from opposite sides 1.00m - 2.00 m  m2              9.00
with the measurement from opposite sides  2.00m to 4.00 m m2            10.00
max depth n e 6.00 m with the measurement from opposite sides not  >  1.00 m m2              9.00
max depth n e 8.00 m with the measurement from opposite sides not  >  1.00 m m2            12.00
with the measurement from opposite sides 1.00m - 2.00 m  m2            14.00
with the measurement from opposite sides  2.00m to 4.00 m m2            17.00
 

Disposing of excavated material depositing on site in temp. spoil heaps where directed

    
with a measurement of 25m to 50m trips; m3            19.00
Removal off site - Inert m3            45.00
Removal off site - Active  m3            66.00
Removal off site - Contaminated m3

          108.00

   
   
 

FiIIing to excavations by machine ave thknss n e 0.25 m arising from the excavations 

m3              7.00
imported  m3            39.00
imported MOT type 1 sub base filling m3            56.00
imported MOT type 2 sub base filling  m3            49.00
 

FiIIing to make up IeveIs by hand ave thknss n e 0.25 m arising from the excavations 

m3            24.00
imported brought in off site soiI  m3            41.00
imported  m3            60.00
imported MOT type 1 sub base filling  m3            75.00
imported MOT type 2 sub base filling m3            71.00
arising from on site spoiI heaps ave 25-50m away with muItipIe handIing  m3            39.00
imported brought in off site soiI  m3            34.00
imported  m3            54.00
imported MOT type 1 sub base filling m3            75.00
imported MOT type 2 sub base filling  m3            70.00
Surface packing to fiIIing To Vert,battered sides m2              3.00
Surface treatments Compacting fiIIing bIinding with sand  m2              3.00
bottoms of excavations  m2              2.00
Trimming sIoping areas soft m2              3.00
sIoping areas hard m2            15.00
 

Install membrane in 1 Iayer Iaid on earth to receive sand/pebbles/stone (acting as a fiIter membrane or the Iike) Iaid on a soft excavated base 

m2              2.00
Method of compacting using small vibratory roller      
compacting a previously placed filling  m2              1.00 
Method of compacting using large wheeled roller      
compacting a previously placed filling  m2              1.00
   
   
 

Trimming 

    
sides of cuttings; vertical or battered  m2              1.00
sides of embankments; vertical or battered; m2              1.00
    
 

Preserved topsoil obtained from on site spoil heaps not > 100m away using a machine for making up levels by filling

    
average thickness n.e. 0.25m  m3              8.00
Imported topsoil; n.e. 50 m     
Imported topsoil; n.e. 50 m using a machine for Making up levels by filling     
average thickness n.e. 0.25m  m3            24.00
            

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