| 1 | 1 | Detailed Estimate (For water supply and maintenance work) | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.001 | od231122/2019_2020 : Providing and fixingHDPE(Grade PE100)pipe including jointing of pipe with mirror welding one step and testing of joints etc complete for external work.63mm 10kgfcm2. | BI01010001010000000000000515BI0100001114 | 600 | metre |
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| 3 | 1.002 | 50.18.7.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | BI01010001010000000000000515BI0100001115 | 22 | metre |
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| 4 | 1.003 | 50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall | BI01010001010000000000000515BI0100001116 | 10 | metre |
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| 5 | 1.004 | 2.10.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia | BI01010001010000000000000515BI0100001117 | 550 | metre |
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| 6 | 1.005 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001118 | 6 | cum |
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| 7 | 1.006 | 18.55.3 : Providing and fixing PTMT stop cock of approved quality and colour.Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | BI01010001010000000000000515BI0100001119 | 10 | each |
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| 8 | 1.007 | 18.15.1 : Providing and fixing brass bib cock of approved quality :15 mm nominal bore | BI01010001010000000000000515BI0100001120 | 10 | each |
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| 9 | 1.008 | 18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore | BI01010001010000000000000515BI0100001121 | 1 | each |
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| 10 | 1.009 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001122 | 2 | each |
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| 11 | 2 | Roof covering over Ramp | BI01010001010000000000000515BI0100001123 | | |
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| 12 | 2.001 | 10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001124 | 230.082 | kilogram |
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| 13 | 2.002 | od264633/2019_2020 : providing Aluminium tr afford sheet precoated .45 mm.thick including all cost and lab our charges etc. complete. | BI01010001010000000000000515BI0100001125 | 26.45 | sqm |
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| 14 | 2.003 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001126 | 13.825 | cum |
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| 15 | 2.004 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001127 | 52.762 | cum |
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| 16 | 2.005 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001128 | 9.6 | cum |
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| 17 | 2.006 | 13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | BI01010001010000000000000515BI0100001129 | 16.8 | sqm |
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| 18 | 2.007 | 13.2.1 : 15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) | BI01010001010000000000000515BI0100001130 | 16.5 | sqm |
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| 19 | 2.008 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001131 | 4.24 | cum |
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| 20 | 2.009 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001132 | 7.142 | cum |
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| 21 | 2.01 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001133 | 11.97 | sqm |
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| 22 | 2.011 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001134 | 5.73 | metre |
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| 23 | 2.012 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001135 | 499.8 | kilogram |
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| 24 | 2.013 | 50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | BI01010001010000000000000515BI0100001136 | 3.51 | cum |
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| 25 | 2.014 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001137 | 49.725 | sqm |
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