Saturday, January 7, 2012

Cost and Estimation for Water Tank Construction

DETAIL ESTIMATE FOR CONSTRUCTION OF WATER TANK 5000 GALLONS
S.#                         ITEM OF WORKS NO        L B       D Qty Unit
T.1 Excavation                     Cols foundation 4 5.00 5.00 2.00 200.00 Cft
Total 200.00 Cft
T.2 P/L Pcc 1:4:8 in foundation     Cols foundation 4 5.00 5.00 0.25 25.00 Cft
                                            Under floor 1 10.00 10.00 0.33 33.00 Cft
                                            Steps 4 14.50 1.00 0.50 29.00 Cft
4 16.50 2.00 0.50 66.00 Cft
Total 153.00 Cft
T.3 P/L Rcc 1:2:4 i/c shuttering and finishing  Cols footing 4 5.00 5.00 0.50 50.00
                                                                     " 4 x5.00+1.25/2x5.00+1.25/2x0.5 19.53 Cft
                                              Cols up to bottom slab 4 1.25 1.25 21.75 135.94 Cft
                                              Top slab 1 11.33 11.33 0.41 52.63 Cft
                                              Tie beams 4 10.00 1.25 1.25 62.50 Cft
                                              Bracing beams 4 10.00 1.25 1.25 62.50 Cft
Total 383.10 Cft
T.4 P/L Rcc 1:1½:3 i/c shuttering and finishing  
                                                Bottom slab 1 16.50 16.50 0.75 204.19 Cft
                                                Core walls 2 11.33 0.67 8.00 121.46 Cft
                                                        " 2 10.00 0.67 8.00 107.20 Cft
Total 432.85 Cft
T.5 Steel reinforcement bars            Rcc 1:2:4 item T.3 383.10
                                               Rcc 1:1-1/2:3 item T.4 432.85
                                               Total Rcc 815.94 Cft
                                               Steel bars 815.94 x12/2204 4.44 M.tons
Total 4.44 M.tons
T.6 P/L moasic floor in 1:2                 Inner floor 1 10.00 10.00 100.00 Sft
Total 100.00 Sft
T.7 P/L terrazo dado or skirting in 1:2    Inner walls 4 10.00 8.00 80.00 Sft
Total 80.00 Sft
T.8 P/F steel ladder made of 2"x2"x1/4" angle iron @15"c/c
and 5/8" Dia bars @12" c/c i/c fixing and painting 1 36.00 36.00 Rft
Total 36.00 Rft
T.9 Earth filling under floor 1 10.00 10.00 0.67 67.00 Cft
Total 67.00 Cft
T.10 Sand filling under floor 1 10.00 10.00 0.33 33.00 Cft
Total 33.00 Cft
T.11 P/L B.B masonry in F&P in 1:6 4 10.00 1.25 1.50 75.00 Cft
Total 75.00 Cft
T.12 P/L 2" thick Pcc 1:2:4 floor toping 1 16.50 16.50 272.25 Sft
Total 272.25 Sft
T.13 P/F 2'x2' man hole cover made of 1-1/2"x1-1/2"x1/8"
and 18 gauge m.s sheet and painting 1 1 No
Total 1 No
T.14 P/F 4" Dia C.I bell mouth 2 2 Nos
Total 2 Nos
T.15 P/F 4" Dia G.I pipe 9 gauge
        Rising,Delivery,Washing,Overflow 4 40.00 160.00 Rft
Total 160.00 Rft
T.16 P/F 4' Dia G.I long bend 4 4.00 Nos
Total 4.00 Nos
T.17 P/F 4" Dia duck foot bend 4 4.00 Nos
Total 4.00 Nos
T.18 P/F: Railing 4 16.00 64.00 Rft
Total 64.00 Rft

click for excel file
http://www.megaupload.com/?d=8Q3ZDVXT
or
http://www.4shared.com/zip/nf4F7MmF/Cost_and_Estimation_of_Water_T.html

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