Piling Rate

Assumption of 500mm dia Piles. Dia of pile capacity No A v. v. Cu t o ffff l ev ev el el Termination level Reinforcement

: :

500 mm mm 95 MT MT 1 nos nos : 4 .0 .0 mt r b el el ow ow ( + /-/- ) 0 .0 .0 0 l ev eve l : 2 5 m ttrrs below cut off level : 4 - 16 Tor + 4 - 12 Tor for 6.0m from cut off level 8 - 12 Tor for rest length 8 Tor circular links @ 200mm c/c 16 Tor @ 1000 mm c/c Tie rod Grade of concrete : M25 [ min 400 kgs of cement / cum of concrete & slump 150 - 180mm ] Considering over flow of 300mm for M25 grade of concrete ( 25.0 + 0.30 = 25.30 m ) 2 So, M25 grade concrete : 1x 3.14 x (0.50) /4 x 25.30 = 4.97 cum = 4.97 cum / pile Fine sand above cut off level ( considering av. depth of (4.0 - 0.3 )m above cut off level ) 2 = 1x 3.14 x (0.50) /4 x 3.7 = 0.73 cum = 0.73 cum / pile Total qty of Concrete & Fine sand :  Dia of Pile No of Pile Unit cum. per Pile Total qty ( cum ) Remarks 5 0 0m m - M 2 5 1 4.97 4.97 Sub total M25 : ( Cum ) 5 500mm - Fine sand 1 0.73 1 Sub total Fine sand: ( Cum ) 1

Reinforcement detailing of Piling work. For, 500mm dia. Dia of reinforcement No Length Unit wt. 12 Tor 4 7.5 16 Tor 4 7.5 12 Tor 8 19.3 16 Tor 26 1 8 Tor 130 1.5 Total wt. of reinforcement per 500mm dia pile : S o, o, e ff ff ec ec ti ti ve ve u ni ni t w t. t. O f r ei ein fo fo rc rc em eme nt nt of pi le le f or or To wn wn Ho us us e

0.89 1.58 0.89 1.58 0.39

Uom Kg Kg Kg Kg Kg Kg Kg

Total wt. Remarks 26.7 upto 6.0m below cut off level 47.4 upto 6.0m below cut off level 137.4 rest upto pile bottom ( 26-7.5+0.8) 41.1 Tie bar @ 1000mm c/c. 76.1 stirrups @ 200mm c/c. 296.0 296.0 0.296 0.296 1 1. 1.8 effective length 20.0 m.

kg sa n d 2 0 mm 1 0 mm

cum 62 7 78 8 52 5

Total qty of reinforcement :  Dia of Pile No of Pile Unit wt. per Pile Total wt. ( kg ) Remarks 5 0 0mm 1 296.0 296 Sub total : ( KG ) 296 SAY : ( MT ) 0 . 29 6

RATE ANALYSIS FOR CAST IN -SITU R.C.C. BORE PILE IN DMC METHOD FOR 25.3 MTR LENGTH LENGTH DESCRIPTION U.O.M QTY 3 0 0 MM 4 0 0 MM CEMENT M. SAND STONECHIPS REINFORCEMENT F. SAND BENTONITE LABOUR REINFORCEMENT FOR BORING FOREMAN PILE OPERATOR MECHANIC HELPER FOR CONCRETING FOREMAN MASSON BELDAR COOLIE WATERMAN

RATE

AMOUNT

5 0 0 MM

B AG CUM CUM K.G CUM B AG

3 0 0MM

39.76 390.00 2.08 918.19 2.549 1,959.98 296 FREE ISSUE 0.73 459.095 23.85 375

4 0 0 MM 15,505.00 1,907.33 4,996.74 333.66 8,945.19 31,687.93

K.G

296

6

1,776.00

NOS NOS NOS NOS

1.6 1.6 1.6 6.35

3 00 300 300 20 0

480.00 480.00 480.00 1,270.00

NOS NOS NOS NOS NOS

0.25 0.45 4 2.6 0.25

300 300 20 0 200 200

75.00 135.00 800.00 520.00 50.00

 \  LAB +MAT

ADD 10% wastage & contingencies

6,066.00 37,753.93 3 , 7 7 5 . 39

VAT ON 25% @ 0% : ON 30% @4%: ON 55%- @13.5%

8.625

3,581.90

O.H & PROFIT @15%

6,766.68 TOTAL RATE/MTR

51,877.91 2 ,0 7 5.1 2

5 0 0MM

kg/cum cum/kg 0.418 1500 0.00067 0.513 1536.062 0.00065 0.362 1450.276 0.00069