Restoration of protection flank near Govind Ghat, behind Godown No. 7 and near Gunner Office at Port Okha

Name Of Work : Restroration of protection Near Govidghat, Behind Godown No.7, Near Gunner Office at Port Okha

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item No Description of Item (with brief specification and Quantity Unit Rate In Amount

reference to book of specifications) figures

Item No-1 Removal of debris materials by manually incl. sorting 88 Hr 445.44

out and stacking of useful materials and disposing of

the debaris materials by using tractor with trolly up

to 3 km lead as directed.

Item No.2 Engaging hydrolic excavater (JCB) for loading the 40 Hr 1545.12

debris including the cost of fuel, lubricant, cost of

repair & maintanace operating chargers etc complete

for working of 8 hrs in a day

Item No-3 Demolition and Disposal of unserviceable materials 188 CUM 898.30

with all lead and lift. ( i i ) Unreinforced cement

Item No.4 Providing and Laying design mix concrete M30 using 27 CUM 9186.78

minimum cement 365 kg/cum, crushed stone

aggregates 20 mm nominal maximum size and

finishing smooth with curing etc. complete including

cost of form work but excluding the cost of

reinforcement for reinforced concrete work in..

(A) Beams and lintels

( III ) Having cross sectional area 0.12 to 0.18 sqm

Item No.5 Providing and Laying design mix concrete M30 using 418 CUM 7332.50

minimum cement 365 kg/cum, crushed stone

aggregates 20 mm nominal maximum size and curing

complete Including the cost of form work and

reinforcement for reinforced concrete work in

(A) Foundations, footings, base of columns and mass

Item No.6 Supplying, bending, hooking and binding 3037 Kg 86.50

thermomechanically treated (TMT) corrosion

resistant Fe-500D grade bar reinforcement including

placing in position etc. complete upto floor two level.

Item No.7 Back filling behind whaft wall, abutment, wing wall 922 CUM 862.80

return wall or such other structure using hard rubble

stone including arranging in section hand packing,

ramming etc. complete as per drawing and technical

Item No.8 Installaing dowel bars into existing dry concrete 586 Each 262.50

forstrengthening/Extention purpose using two foil

packMethacrylate Resin chemical which should have

ETA & SGK approval (Hilti HY 200R or Equivalent)

including hammer drilling using suitable diamond

drill, cleaning the same using blow out pumps and

brushes, filling chemical and inserting dowel bar

excluding the cost of dowel bat etc complete

Manufacturer needs to provide 1% pull out testin at

site along with valid test reports, Load calculations

and Approval certificates. (A) 10mm dia bar - 14mm

drill hole dia 160mm deep hole (B)12mm dia bars

16mm drill hole dia - 160mm deep hole