ware house bbs.xlsx

AASTHA PROJECTSABSTRACT SHEET RA BILL-01

SITE:WARE HOUSE,REDDY'S LAB,SEZ,PYDIBHEEMAVARAM,SRIKAKULAM

Item Sl no

A01008.0

A02002.0

A02004.0

A02004.1

A02008.0

A02008.1

A03001.0

A03001.1

A03001.2

A04001.0

A04001.1

A05001.0

A05001.2

A08001.0

(d)

A08006.0

A08006.1



Description

For depth not exceeding 5m below ground level.

For depth not exceeding 5m below ground level.

Providing stone Soling to any thickness with stone aggregares size ranging from 90mm to 45mm confirming grade no.1 of specification including screening as per the specifications, laying in proper grade and slop if required including watering, dressing, compacting by rolling / ramming etc. complete as per specification and drawings under flooring trenches pits, ramps etc. including compacting and filling recesses by stone chips sand etc. complete as per directed by owner/consultant.Compected thickness of each layer shall be 100mm thick and consolidation shall be done in two layer with total compacted thickness of 200mm.

Providing, mixing and laying blinding layer of PCC 1:4:8 nominal mix using 40mm and downgraded coarse aggregate for any thickness below footings, plinth beams, G.F.slab, pilecaps, foundations, trenches, pits & sumps etc., using OPC to be considered, curing etc., complete, as per drawings, specifications and as directed by Owner/consultant. (Shuttering will not be paid for the blinding course upto 100 mm height, but will be paid if more than 100 mm under shuttering item separately).

Providing, mixing and placing in position R.C.C. design mix conforming to Grade M25 of IS 456 : 2000 using Ordinary Portland Cement with 20mm and down graded coarse aggregrates in foundations, equipment foundations, beams, floors, slab, lintel, canopies, portals, pardis, walls (vertical/circular in Plan) tunnels, hoppers, sills and other cast-in-situ works including vibrating, curing, addition of plasticizers (if required) etc., complete as per drawings, specifications and as directed by Owner/Consultant. (Reinforcement and shuttering to be paid separately).

Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer with the test certificate showing all propertities having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete.

Providing and fixing film faced densified Plywood Shuttering/ Steel Plate Shuttering for PCC/RCC work, i.e foundations, equipment foundations, plinth beams, slabs, lintels, canopies, walls (vertical/horizontal in plan), tunnels, hoppers, sills, etc., wherever necessary, including strutting, scaffolding, bracing, application of mould releasing agents of SIKA/Fosroc make or approved equivalent, etc., keeping the same in position during concreting and removing afterwards as per specifications & as directed by Owner/Consultant.

For depth not exceeding 5m below ground.

For height not exceeding 7m above ground

230mm thk.

25 MM

Net Amount

Service Tax @ 5.80

Sub Total =

WCT @ 5% =

Total Amount

Collecting reinforcement steel from owner's stores, transporting, straightening, cleaning, cutting, bending, placing, tying in position Reinforcement as per drawings and specifications. (The rates shall be applicable for any height and depth & inclusive of binding wires ). Bar bending schedule should be done by Contractor.

TMT steel reinforcement Fe 500 Grade conforming to IS 1786 of TISCO / S.A.I.L or approved equivalent make conforming to manufacturer's specifications

Providing and constructing first class brick masonry in C.M. (1:4) in super structure, both surface exposed,joint racked and finished up to 12mm depth including necessary staging, scaffolding, curing, etc., complete as per specifications and drawings (excluding plaster). Bricks to be used Common burnt clay bricks gradation of 3.5 - IS 1077 of min. crushing strength 35 Kg/cm2. Alernately block work in CM 1:6

Providing and fixing M.S. steel insert plates with holdfasts as shown in drawing including fabrication, cleaning and preparation of surface, one coat of zinc chromate primer and 2 coats of approved anti-corrosive paint on the exposed surface only, complete.

Fixing of bolts at the pedestal level for PEB columns as per Template details shown in the drawing( Bolts will be supplied by KIRBY)

Providing and fixing Rebars from existing beams/slabs, HY 200 & RE 500 of HILTI or approved equivalent including preparation of surface, drilling etc. complete as per specifications and drawings with diameters as given below :-



Quantity Unit Rate AmountCement in Kg's

370.49 Cum 2228 825444

121.411 Cum 4356 528866 220

636.958 Cum 4554 2900704 350

Cum 7524 0

Unit Consumption

831.308 Sqm 495 411497Sqm 545 0

#REF! MT 10395 #REF!

112.942 Cum 4208 475259 66

MT 44550 0

64.000 Nos 396 25344

Net Amount #REF!


SITE:WARE HOUSE,REDDY'S LAB,SEZ,PYDIBHEEMAVARAM,SRIKAKULAMCement in Kg's

Consumption

26710

222935

7454

257100

AASTHA PROJECTSITE:OSD FTO-11, DR.REDDY'S LAB LTD

NAME OF STRUCTURE: WARE HOUSE Item No Description of Item Unit Nos

A01008.0

Footing soling

Footing -11 Cum 10Footing -12 Cum 4Footing -13 Cum 3Footing -14 Cum 1Footing -15 Cum 1Footing -16 Cum 2Footing -17 Cum 4Footing -18 Cum 1Footing -19 Cum 1Footing -20 Cum 10Combined footing-1 Cum 1Combined footing-2 Cum 1Combined footing-14 Cum 1Combined footing-16 Cum 1Deductions Main plant taked FootingsGrid 7-9/FF9 Cum 4Grid 6/FF7 Cum 1

Periphery wall wetmixGrid 10/D-C' Cum 1Grid 10/C'-C Cum 1Grid 10/C-B Cum 1Grid 10/B-B' Cum 1Grid 10/B-A Cum 1Grid 10-9a/A Cum 1Grid 9a-8a/A Cum 1

Providing stone Soling to any thickness with stone aggregares size ranging from 90mm to 45mm confirming grade no.1 of specification including screening as per the specifications, laying in proper grade and slop if required including watering, dressing, compacting by rolling / ramming etc. complete as per specification and drawings under flooring trenches pits, ramps etc. including compacting and filling recesses by stone chips sand etc. complete as per directed by owner/consultant.Compected thickness of each layer shall be 100mm thick and consolidation shall be done in two layer with total compacted thickness of 200mm.

Grid 8a-7/A Cum 1Grid 7a-7/A Cum 1Grid 7-6a/A Cum 1Grid A-B'/6 Cum 1Grid B'-B/6 Cum 1Grid B-C/6 Cum 1Grid C-C1/6 Cum 1Grid C1-D/6 Cum 1Grid D-F/6 Cum 1Grid 6-7/F Cum 1Grid 7-7a/F Cum 1

A02002.0

Footing -11 Cum 10Footing -12 Cum 4Footing -13 Cum 3Footing -14 Cum 1Footing -15 Cum 1Footing -16 Cum 2Footing -17 Cum 4Footing -18 Cum 1Footing -19 Cum 1Footing -20 Cum 10Combined footing-1 Cum 1Combined footing-2 Cum 1Combined footing-14 Cum 1Combined footing-16 Cum 1Deductions Main plant taked FootingsGrid 7-9/FF9 Cum 4Grid 6/FF7 Cum 1

Perimeter wall below- PCC Grid 10/D-C' Cum 1Grid 10/C'-C Cum 1

Providing, mixing and laying blinding layer of PCC 1:4:8 nominal mix using 40mm and downgraded coarse aggregate for any thickness below footings, plinth beams, G.F.slab, pilecaps, foundations, trenches, pits & sumps etc., using OPC to be considered, curing etc., complete, as per drawings, specifications and as directed by Owner/consultant. (Shuttering will not be paid for the blinding course upto 100 mm height, but will be paid if more than 100 mm under shuttering item separately).

Grid 10/C-B Cum 1Grid 10/B-B' Cum 1Grid 10/B-A Cum 1Grid 10-9a/A Cum 1Grid 9a-8a/A Cum 1Grid 8a-7/A Cum 1Grid 7a-7/A Cum 1Grid 7-6a/A Cum 1Grid A-B'/6 Cum 1Grid B'-B/6 Cum 1Grid B-C/6 Cum 1Grid C-C1/6 Cum 1Grid C1-D/6 Cum 1Grid D-F/6 Cum 1Grid 6-7/F Cum 1Grid 7-7a/F Cum 1

A02008.0

A02008.1 For depth not exceeding 5m below ground level.

Footing Concrete

Footing -11 Cum 10Footing -12 Cum 4Footing -13 Cum 3Footing -14 Cum 1Footing -15 Cum 1Footing -16 Cum 2Footing -17 Cum 4Footing -18 Cum 1Footing -19 Cum 1Footing -20 Cum 10Combined footing-1 Cum 1

Providing and laying in position ready mixed concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer with the test certificate showing all propertities having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. M-25 grade Reinforced cement concrete.

Combined footing-2 Cum 1Combined footing-14 Cum 1Combined footing-16 Cum 1Deductions Main plant taked FootingsGrid 7-9/FF9 Cum 4Grid 6/FF7 Cum 1

Pedestal ConcretePedastal concrete-P1 Cum 2Pedastal concrete-P4 Cum 1Pedastal concrete-P6 Cum 3Pedastal concrete-P8 Cum 13Pedastal concrete-P9 Cum 4Pedastal concrete-P10 Cum 4Pedastal concrete-P11 Cum 2Pedastal concrete-P12 Cum 5Pedastal concrete-P12A Cum 1Pedastal concrete-P13 Cum 4Pedastal concrete-P14 Cum 10Pedastal concrete-P15 Cum 1Pedastal concrete-P16 Cum 1Pedastal concrete-P22 Cum 4Pedastal concrete-P25 Cum 4Deduction main plant taked pedestalsPedastal concrete-P1 Cum 2Pedastal concrete-P8 Cum 1

A03001.0

A03001.1 For depth not exceeding 5m below ground.

Footing -11 Sqm 10Footing -12 Sqm 4Footing -13 Sqm 3Footing -14 Sqm 1

Providing and fixing film faced densified Plywood Shuttering/ Steel Plate Shuttering for PCC/RCC work, i.e foundations, equipment foundations, plinth beams, slabs, lintels, canopies, walls (vertical/horizontal in plan), tunnels, hoppers, sills, etc., wherever necessary, including strutting, scaffolding, bracing, application of mould releasing agents of SIKA/Fosroc make or approved equivalent, etc., keeping the same in position during concreting and removing afterwards as per specifications & as directed by Owner/Consultant.

Footing -15 Sqm 1Footing -16 Sqm 2Footing -17 Sqm 4Footing -18 Sqm 1Footing -19 Sqm 1Footing -20 Sqm 10Combined footing-1 Sqm 1Rework Com.footing-1(Level changed) Sqm 1Combined footing-2 Sqm 1Combined footing-14 Sqm 1Combined footing-16 Sqm 1Grid 10/B' footing-17(Level changed) Sqm 1Grid 10/B footing-12(Level changed) Sqm 1Grid 10/C footing-12(Level changed) Sqm 1Grid 10/C1 footing-17(Level changed) Sqm 1Deductions Main plant taked FootingsGrid 7-9/FF9 Sqm 4Grid 6/FF7 Sqm 1

Perimeter wall below- PCC Grid 10/D-C' Cum 2Grid 10/C'-C Cum 2Grid 10/C-B Cum 2Grid 10/B-B' Cum 2Grid 10/B-A Cum 2Grid 10-9a/A Cum 2Grid 9a-8a/A Cum 2Grid 8a-8/A Cum 2Grid 8-7a/A Cum 2Grid 7a-7/A Cum 2Grid 7-6a/A Cum 2Grid A-B'/6 Cum 2Grid B'-B/6 Cum 2Grid B-C/6 Cum 2Grid C-C1/6 Cum 2Grid C1-D/6 Cum 2Grid D-F/6 Cum 2Grid 6-7/F Cum 2Grid 7-7a/F Cum 2Pedestal ShutteringPedastal concrete-P1 Sqm 2Pedastal concrete-P4 Sqm 1Pedastal concrete-P6 Sqm 3

Pedastal concrete-P8 Sqm 13Pedastal concrete-P9 Sqm 4Pedastal concrete-P10 Sqm 4Pedastal concrete-P11 Sqm 2Pedastal concrete-P12 Sqm 5Pedastal concrete-P12A Sqm 1Pedastal concrete-P13 Sqm 4Pedastal concrete-P14 Sqm 10Pedastal concrete-P15 Sqm 1Pedastal concrete-P16 Sqm 1Pedastal concrete-P22 Sqm 4Pedastal concrete-P25 Sqm 4Deduction main plant taked pedestalsPedastal concrete-P1 Sqm 2Pedastal concrete-P8 Sqm 1

A05003.0

Perimeter wall work-First liftGrid 10/D-C' Cum 1Grid 10/C'-C Cum 1Grid 10/C-B Cum 1Grid 10/B-B' Cum 1Grid 10/B-A Cum 1Grid 10-9a/A Cum 1Grid 9a-8a/A Cum 1Grid 8a-8/A Cum 1Grid 8-7a/A Cum 1Grid 7a-7/A Cum 1Grid 7-6a/A Cum 1

Perimeter wall work-Second liftGrid 10/D-C' Cum 1Grid 10/C'-C Cum 1Grid 10/C-B Cum 1Grid 10/B-B' Cum 1Grid 10/B-A Cum 1Grid 10-9a/A Cum 1Grid 9a-8a/A Cum 1Grid 8a-8/A Cum 1Grid 8-7a/A Cum 1Grid 7a-7/A Cum 1

Providing and constructing solid concrete block masonry of blocks of approved make or made at site conforming to IS:2185 Part I in C.M. (1:4) in super-structure, including scaffolding, curing etc., complete as per drawing, specifications and as directed by Owner/Consultant

Grid 7-6a/A Cum 1

A08006.0

A08006.5 25 MM

Grid 7a-8,CF1-P1 & P8P1 Nos 36P8 Nos 20Staircase -5 Nos 8

Providing and fixing Rebars from existing beams/slabs, HY 200 & RE 500 of HILTI or approved equivalent including preparation of surface, drilling etc. complete as per specifications and drawings with diameters as given below :-

AASTHA PROJECTSITE:OSD FTO-11, DR.REDDY'S LAB LTD

NAME OF STRUCTURE: WARE HOUSE L B D Qty Remarks

4.9 4.9 0.3 72.036.6 7.7 0.3 60.986.5 7.5 0.3 43.886.9 8 0.3 16.566.7 5.8 0.3 11.667.2 6.2 0.3 26.784.7 4.5 0.3 25.385.7 8.75 0.3 14.967.4 7.4 0.3 16.433.2 2.8 0.3 26.88

12.525 3.2 0.3 12.0223.7 5.8 0.3 41.247.1 3.8 0.3 8.09

10.4 5.1 0.3 15.91

5.4 5.6 0.3 -36.29

5 5.2 0.3 -7.80

1.75 2 0.3 1.052.15 2 0.3 1.292.6 2 0.3 1.56

3.15 2 0.3 1.893.45 2 0.3 2.071.45 2 0.3 0.871.15 2 0.3 0.69

1.2 2 0.3 0.721.15 2 0.3 0.691.45 2 0.3 0.872.6 2 0.3 1.56

3.35 2 0.3 2.013 2 0.3 1.80

1.05 2 0.3 0.632.85 2 0.3 1.710.85 2 0.3 0.511.475 2 0.3 0.89

1.6 2 0.3 0.96Total Qty 370.49 C/o Abs

4.3 4.3 0.1 18.496 7.1 0.1 17.04

5.9 6.9 0.1 12.216.3 7.4 0.1 4.666.1 5.2 0.1 3.176.6 5.6 0.1 7.394.1 3.9 0.1 6.405.1 8.15 0.1 4.166.8 6.8 0.1 4.622.6 2.2 0.1 5.72

11.925 2.6 0.75 23.2523.1 5.2 0.1 12.016.5 3.2 0.1 2.089.8 4.5 0.1 4.41

4.5 4.7 0.1 -8.46

4.1 4.3 0.1 -1.76

1.75 1.105 0.15 0.292.15 1.105 0.15 0.36

2.6 1.105 0.15 0.433.15 1.105 0.15 0.523.45 1.105 0.15 0.571.45 1.105 0.15 0.241.15 1.105 0.15 0.191.2 1.105 0.15 0.20

1.15 1.105 0.15 0.191.45 1.105 0.15 0.242.6 1.105 0.15 0.43

3.35 1.105 0.15 0.563 1.105 0.15 0.50

1.05 1.105 0.15 0.172.85 1.105 0.15 0.470.85 1.105 0.15 0.141.475 1.105 0.15 0.24

1.6 1.105 0.15 0.27Total Qty 121.41 C/o Abs

3.7 3.7 0.6 82.145.4 6.5 0.8 112.325.3 6.3 0.8 80.145.7 6.8 0.8 31.015.5 4.6 0.8 20.246 5 0.8 48.00

3.5 3.3 0.6 27.724.5 7.55 0.9 30.586.2 6.2 0.8 30.752 1.6 0.4 12.80

11.325 2 0.75 16.99

22.5 4.6 0.75 77.635.9 2.6 0.8 12.279.2 3.9 0.8 28.70

4.2 4.4 0.6 -44.35

3.8 4 0.6 -9.12

1.1 0.9 1.5 2.970.85 0.85 1.5 1.080.75 0.75 1.5 2.530.5 0.3 1.5 2.931.6 1.35 1.5 12.961.6 1.35 1.5 12.96

1.65 0.95 1.5 4.701.6 0.9 1.5 10.80

1.55 0.9 1.5 2.090.9 0.7 1.5 3.78

0.95 0.95 1.5 13.542.5 0.95 1.5 3.562.5 0.95 1.5 3.56

0.65 0.45 1.5 1.760.8 0.65 1.5 3.12

1.1 0.9 1.5 -2.970.5 0.3 1.5 -0.23

Total Qty 636.96 C/o Abs

14.8 0.6 88.823.8 0.8 76.1623.2 0.8 55.6825 0.8 20

20.2 0.8 16.1622 0.8 35.2

13.6 0.6 32.6424.1 0.9 21.6924.8 0.8 19.847.2 0.4 28.8 7.2

26.65 0.75 19.987526.65 0.75 19.987554.2 0.75 40.6517 0.8 13.6

26.2 0.8 20.9613.6 0.6 8.1623.8 0.8 19.0423.8 0.8 19.0413.6 0.6 8.16

17.2 0.6 -41.28

15.6 0.6 -9.36

1.75 0.15 0.532.15 0.15 0.652.6 0.15 0.78

3.15 0.15 0.953.45 0.15 1.041.45 0.15 0.441.15 0.15 0.351.2 0.15 0.361.2 0.15 0.36

1.15 0.15 0.351.45 0.15 0.442.6 0.15 0.78

3.35 0.15 1.013 0.15 0.90

1.05 0.15 0.322.85 0.15 0.860.85 0.15 0.261.475 0.15 0.44

1.6 0.15 0.48

4 1.5 123.4 1.5 5.13 1.5 13.5

1.6 1.5 31.25.9 1.5 35.45.9 1.5 35.45.2 1.5 15.65 1.5 37.5

4.9 1.5 7.353.2 1.5 19.23.8 1.5 576.9 1.5 10.356.9 1.5 10.352.2 1.5 13.22.9 1.5 17.4

4 1.5 -12.001.6 1.5 -2.40

Total Sqm 831.308 C/o Abs

1.75 0.905 0.8 1.2672.15 0.905 0.8 1.5572.6 0.905 0.8 1.882

3.15 0.905 0.8 2.2813.45 0.905 0.8 2.4981.45 0.905 0.8 1.0501.15 0.905 0.8 0.8331.2 0.905 0.8 0.8691.2 0.905 0.8 0.869

1.15 0.905 0.8 0.8331.45 0.905 0.8 1.050

14.9874.85 0.805 1.4 8.0555.175 0.805 1.4 8.3807.05 0.805 1.4 10.2556.2 0.805 1.4 9.405

5.875 0.805 1.4 9.0805.65 0.805 1.6 9.0555.375 0.805 1.6 8.780

5.6 0.805 1.6 9.0055.6 0.805 1.6 9.005

5.375 0.805 1.6 8.780

4.75 0.805 1.6 8.155Total Cum 112.942 C/o Abs

36208

Total Cum 64.000 C/o Abs

ware house bbs.xlsx

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