| 1 | 1 | Appandix A. Construction of New Pumphouse | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001114 | 1.733 | cum |
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| 3 | 1.02 | 50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | BI01010001010000000000000515BI0100001115 | 9.648 | cum |
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| 4 | 1.03 | 5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001116 | 3.73 | cum |
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| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 511.64 | kilogram |
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| 6 | 1.05 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001118 | 5.25 | sqm |
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| 7 | 1.06 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001119 | 40.685 | sqm |
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| 8 | 1.07 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001120 | 1.688 | cum |
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| 9 | 1.08 | 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) | BI01010001010000000000000515BI0100001121 | 1.463 | cum |
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| 10 | 1.09 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001122 | 164.355 | sqm |
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| 11 | 1.1 | 50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | BI01010001010000000000000515BI0100001123 | 0.248 | cum |
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| 12 | 1.11 | 50.9.2.1 : Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge.using Anjili/ Jack wood | BI01010001010000000000000515BI0100001124 | 5 | sqm |
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| 13 | 1.12 | od2254/2021_2022/IA : Supplying and fitting 120 mm butt hinges | BI01010001010000000000000515BI0100001125 | 12 | each |
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| 14 | 1.13 | 50.9.15.1 : Supplying and fixing 200 mm Aluminium aldrop | BI01010001010000000000000515BI0100001126 | 3 | no |
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| 15 | 1.14 | 50.9.15.4 : Providing and fixing iron hooks and eyes: 150 mm | BI01010001010000000000000515BI0100001127 | 8 | no |
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| 16 | 1.15 | od2255/2021_2022/IA : Supplying and fitting 7 lever pad lock Good quality | BI01010001010000000000000515BI0100001128 | 1 | each |
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| 17 | 1.16 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001129 | 30.74 | sqm |
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| 18 | 1.17 | 13.37.1 : White washing with lime to give an even shade:New work (three or more coats) | BI01010001010000000000000515BI0100001130 | 145.615 | sqm |
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| 19 | 1.18 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001131 | 145.615 | sqm |
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| 20 | 1.19 | 13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001132 | 12.24 | sqm |
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| 21 | 2 | Appendix B. Renovation of Pond and Canal system | BI01010001010000000000000515BI0100001133 | | |
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| 22 | 2.01 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | BI01010001010000000000000515BI0100001134 | 70 | hour |
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| 23 | 2.02 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001135 | 296.785 | cum |
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| 24 | 2.03 | 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 | BI01010001010000000000000515BI0100001136 | 189.33 | cum |
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| 25 | 2.04 | 15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001137 | 4.95 | cum |
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| 26 | 2.05 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | BI01010001010000000000000515BI0100001138 | 13.144 | cum |
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| 27 | 2.06 | 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | BI01010001010000000000000515BI0100001139 | 0.96 | cum |
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| 28 | 2.07 | 60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001140 | 0.72 | cum |
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| 29 | 2.08 | 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 | BI01010001010000000000000515BI0100001141 | 250.376 | cum |
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| 30 | 2.09 | 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001142 | 22.275 | cum |
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| 31 | 2.1 | 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) | BI01010001010000000000000515BI0100001143 | 2.336 | cum |
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| 32 | 2.11 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001144 | 7.232 | cum |
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| 33 | 2.12 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001145 | 131.79 | sqm |
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| 34 | 2.13 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001146 | 26.803 | cum |
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| 35 | 2.14 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001147 | 147.46 | sqm |
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| 36 | 2.15 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001148 | 13.08 | cum |
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| 37 | 2.16 | 4.1.4 : 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001149 | 25.735 | cum |
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| 38 | 2.17 | 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) | BI01010001010000000000000515BI0100001150 | 10.5 | cum |
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| 39 | 2.18 | 13.33.2 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing | BI01010001010000000000000515BI0100001151 | 45.6 | sqm |
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| 40 | 2.19 | 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 | BI01010001010000000000000515BI0100001152 | 2680.3 | kilogram |
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| 41 | 2.2 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001153 | 191.96 | sqm |
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| 42 | 2.21 | 18.72.18 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:250 mm dia Ductile Iron Class K - 9 pipes | BI01010001010000000000000515BI0100001154 | 135 | metre |
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| 43 | 2.22 | 18.70.4 : Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes | BI01010001010000000000000515BI0100001155 | 80 | joint |
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| 44 | 2.23 | 18.73.4 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :250 mm dia Ductile Iron Double Flanged | BI01010001010000000000000515BI0100001156 | 47 | metre |
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| 45 | 2.24 | 18.68.1 : Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | BI01010001010000000000000515BI0100001157 | 9.08 | quintal |
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| 46 | 2.25 | 18.59.1 : Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia | BI01010001010000000000000515BI0100001158 | 1 | no |
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| 47 | 2.26 | od2256/2021_2022/IA : Supplying and fixing 250mm dia NRV with cap of ISI specification with bolts and nuts and other necessary fittings etc. including cost and conveyance of all materials,labour charges for fixing in position and other incidential charges etc. complete as per CPWD specification and dirction of Engineers at site. | BI01010001010000000000000515BI0100001159 | 1 | each |
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| 48 | 2.27 | 18.31.5.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):250 mm diameterClass II | BI01010001010000000000000515BI0100001160 | 1 | no |
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| 49 | 2.28 | 18.83.6 : Labour for cutting C.I. pipe with steel saw.250 mm diameter C.I. pipe | BI01010001010000000000000515BI0100001161 | 30 | Each Cut |
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| 50 | 2.29 | 18.30.6 : Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe | BI01010001010000000000000515BI0100001162 | 25 | no |
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| 51 | 3 | Electric connection for Pump House | BI01010001010000000000000515BI0100001163 | | |
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| 52 | 3.01 | od14264/2021_2022/IA : Electric connection for Pump house Payment as per the invoice from KSEB | BI01010001010000000000000515BI0100001164 | 1 | each |
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