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ii Ground FloorAdmin Block NE Side (Side Wall) sqm 1 1 3.35 0.45 1.51Transformer wall (Dormetry NE Side) " 1 2 3.70 0.40 2.96short wall " 1 2 3.60 0.60 4.32

" 1 2 5.90 0.40 4.72long wall " 1 2 5.90 0.60 7.08DG Wall (Dormetry NE Side) " 1 2 1.65 0.40 1.32short wall " 1 2 1.55 0.60 1.86

" 1 2 5.20 0.40 4.16long wall " 1 2 5.20 0.60 6.24Total Qty 34.17

Present Qty to be Paid 34.17 cum

Tender Qty 1264.00 sqmTender Rate 563.81 Rs

43

v Terrace FloorAdmin Block NE Side (Side Wall) sqm 1 2 3.35 0.45 3.02Transformer wall (Dormetry NE Side) " 1 2 3.60 0.60 4.32

" 1 2 5.90 0.60 7.08DG Wall (Dormetry NE Side) " 1 2 1.55 0.60 1.86

" 1 2 5.20 0.60 6.24Total Qty 22.52

Present Qty to be Paid 22.52 cum

Providing and constructing precast concrete solid blocks with compressive strength not less than

35kg/sqm with cement mortar 1:4 (quoin,jamb and closer blocks) with solid concrete blocks of size40x20x20 cms conforming to IS 2185/1965 in superstructure including cost of scaffolding and curing,cost and conveyance of all materials, cost of labour and equipment , with al l lead, l if ts , loading,unloading & HOM Chargesand all other incidental charges required for successful completion ofwork as per approved specification, designs, drawings etc,. complete and directions of the Engineer in-charge of the work.

Providing 18mm thick cement plaster (Outside Walls) in single coat with cement mortar 1:6, tosolid block/brick masonry including rounding off corners whereever required, smoothrendering,providing and removing scaffolding,including curing, cost and conveyance of allmaterials, cost of labour and equipment with all lead, lifts, loading, unloading & HOMChargesand all other incidental charges required for successful completion of work as perapproved specification, designs, drawings etc,. complete and directions of the Engineer in-charge

of the work

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Sqm 1 1 13.90 4.60 63.94Total Qty Sqm 1767.83

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EIRL 311

Main Road of CH: 0.0 to 25.0m cum 1 1 25.00 7.50 0.04 7.50Main Road of CH: 25.0 to 50.0m cum 1 1 25.00 7.50 0.04 7.50Main Road of CH: 50.0 to 75.0m cum 1 1 25.00 7.50 0.04 7.50Main Road of CH: 75.0 to 100.0m cum 1 1 25.00 7.50 0.04 7.50Main Road of CH: 100.0 to 125.0m cum 1 1 25.00 7.50 0.04 7.50Main Road of CH: 125.0 to 150.0m cum 1 1 25.00 8.00 0.04 8.00Main Road of CH: 150.0 to 175.0m cum 1 1 25.00 8.00 0.04 8.00Main Road of CH: 175.0 to 200.0m cum 1 1 25.00 8.00 0.04 8.00

Main Road of CH: 200.0 to 225.0m cum 1 1 25.00 8.00 0.04 8.00Main Road of CH: 225.0 to 240.0m cum 1 1 15.00 8.00 0.04 4.80Admin Portica Road area W/S to E/S Cum 1 1 38.00 7.50 0.04 11.40Admin Arch Portica side S/S to N/S Cum 1 1 36.00 7.50 0.04 10.80Admin Back Side W/S to E/S Cum 1 1 24.50 7.00 0.04 6.86Admin Arch Portica Side Cum 1 1 10.00 5.00 0.04 2.00Admin Back ramp side cum 1 1 8.60 8.80 0.04 3.03Deduction Admin Portica area Cum -1 1 10.95 3.80 0.04 -1.66Total Qty Cum 106.72

10 Tack coat cum 2668.0712 BM cum 213.45

2Main Road of CH: 0.0 to 25.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 25.0 to 50.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 50.0 to 75.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 75.0 to 100.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 100.0 to 125.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 125.0 to 150.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 150.0 to 175.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 175.0 to 200.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 200.0 to 225.0m cum 1 1 25.00 8.00 0.2 40.00Main Road of CH: 225.0 to 240.0m cum 1 1 15.00 8.00 0.2 24.00Admin Portica Road area W/S to E/S Cum 1 1 38.00 7.50 0.2 57.00Admin Arch Portica side S/S to N/S Cum 1 1 36.00 8.50 0.2 61.20Admin Back Side W/S to E/S Cum 1 1 24.50 7.00 0.2 34.30Admin Arch Portica Side Cum 1 1 10.00 5.00 0.2 10.00Arch Portion cum 1 1 13.00 8.60 0.2 22.36

KSRRB M400-17 Providing laying, spreading and compacting graded stones aggregate to wet mix

SDBC 40 mm

laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation

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424.53

Eirl 18 ACP board sqm 1 1 20.00 0.60 12.00

sqm 1 1 10.00 0.60 6.00total qty sqm 18.00

25 oct conc dtls

95

Near Gate cum 1 1 12.30 7.00 0.20 17.22Admin Portica area Cum 1 1 10.95 3.80 0.20 8.32Arch Portion cum 1 1 10.00 8.45 0.20 16.90

cum 1 1 7.20 3.00 0.20 4.32Total Qty Cum 46.76

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1

Description Dia NOS C / L 08 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm

#REF! #REF!

Description Dia NOS C / L 08 mm 10 mm 12 mm 16 mm 20 mm 25 mm 32 mm

Admin Block Cellar Sump R/SSide Wall Vertical rod 12 2 22 2.15 94.60

12 2 22 2.15 94.60

Distribution 10 2 14 2.65 74.2010 2 14 2.45 68.60

Bed 12 1 22 2.45 53.9012 1 20 2.65 53.00

L rod 10 2 20 1.50 60.0010 2 22 1.50 66.00

Sump Top RoofMain rod 12 1 18 2.50 45.00Distribution 12 1 18 2.50 45.00Top extra rod 12 1 18 1.00 18.00

Total 268.80 404.1010mm 268.80 0.62 Kg/Rmtr 166.6612mm 404.10 0.89 Kg/Rmtr 359.65

526.31Admin Block Cellar Sump L/S 526.31

1052.6110.53 Qtl

DrainU bars 10 1 2000 1.90 3800.00Distribution 8 1 10 300.00 3000.00

Total 3000.00 3800.00

Pre measurement

Name of work: Construction of Traffic Training Institute & Road Institute at Thanisandra, Bangalore

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8 mm 3000.00 0.39 Kg/Rmtr 1170.0010mm 3800.00 0.62 Kg/Rmtr 2356.00

3526.0035.26 Qtl

6 0.756.96969697 *75 45.79 Qtl