| 1 | 1 | E/Work in excavation in foundation,trenches,etc,in all kinds of soils, not exceeding 2 metres depth i/c dressing of bottom and side.\nHSR Item No. 6.6 | BI01010001010000000000000515BI0100001118 | 2.6 | % cum |
| 2 | 2 | Cement concrete 1:4:8 with brick ballasts of 40mm nominal size in foundation and plinth.\nHSR Item No. 10.39 | BI01010001010000000000000515BI0100001119 | 0.65 | cum |
| 3 | 3 | First class brick work laid in C&S motrar 1:6 in F&P.\nHSR Item No. 11.2 | BI01010001010000000000000515BI0100001120 | 1.59 | cum |
| 4 | 4 | Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitume.\nHSR Item No. 10.114 | BI01010001010000000000000515BI0100001121 | 1.6 | Sqm |
| 5 | 5 | First class brick work laid in C&S motrar 1:6 in F&P.\nHSR Item No. 11.7 | BI01010001010000000000000515BI0100001122 | 3.47 | cum |
| 6 | 6 | Cold twisted deformed tor steel bar for RCC work including bending, binding and placing in position complete.\nHSR Item No. 18.22 | BI01010001010000000000000515BI0100001123 | 0.65 | Qtl |
| 7 | 7 | Cement concrete 1:2:4 with stones aggregate 20 mm nominal size for reinforcement conc. Work for wall exceeding 20 cm. thickness for lintels.\nHSR Item No. 10.86 | BI01010001010000000000000515BI0100001124 | 0.06 | cum |
| 8 | 8 | Cement concrete 1:2:4 with stones aggregate 20 mm nominal size for RCC work in slab including centering and shuttering.\nHSR Item No. 10.82 | BI01010001010000000000000515BI0100001125 | 0.54 | Cum |
| 9 | 9 | 12 mm thick cement plaster\nHSR Item No. 15.6 | BI01010001010000000000000515BI0100001126 | 20.97 | Sqm |
| 10 | 10 | Tile terracing with one layer of tiles consisting of tiles 22.86 cm x 11.43 cm x3.81 cm laid over 87.50 mm with C.S. motrar 1:3\nHSR Item No. 13.33 | BI01010001010000000000000515BI0100001127 | 3.76 | Sqm |
| 11 | 11 | Base course of floors consisting of 100 mm thick CC 1:8:16\nHSR Item No. 14.1 | BI01010001010000000000000515BI0100001128 | 2.23 | Sqm |
| 12 | 12 | prove. And fixing ceramic glazed tiles in 1:3 size 200 mm x 300 mm involve\nHSR Item No. 14.92 (a) | BI01010001010000000000000515BI0100001129 | 6.27 | Sqm |
| 13 | 13 | prov. And fixing ceramic glazed tiles in 1:3 size 400 mm x 400 mm in floorring\nHSR Item No. 14.91 | BI01010001010000000000000515BI0100001130 | 2.23 | Sqm |
| 14 | 14 | pressed steel sheet frames (chowkates) consisiting on 2 mm thick steel sheet CC 1:3:6 filling in frame (a) door and window frame of size 89 x 50 x 40 mm single rebate\nHSR Item No. 18.34 (a) | BI01010001010000000000000515BI0100001131 | 6.25 | mtr |
| 15 | 15 | prov. Steel shutter, door of GI sheet 0.80 mm thick with 35 x 35 x 5 mm angle iron\nHSR Item No. 18.16 | BI01010001010000000000000515BI0100001132 | 1.57 | Sqm |
| 16 | 16 | prov. And fixing HDPE tanks 500 litres capacity ISI make\nHSR Item No. 30.119 | BI01010001010000000000000515BI0100001133 | 1 | No |
| 17 | 17 | providing electric wiring up to 10 points including cost of copper wire, switch, socket, indicator, box complete Job\nNS Item | BI01010001010000000000000515BI0100001134 | 1 | Job |
| 18 | 18 | providing and fixing CFL 23 Watt\nNS Item | BI01010001010000000000000515BI0100001135 | 1 | No |
| 19 | 19 | providing and fixing in position indian make wate closet consisting of Chainna where W.C. pane. PVC cistern low down type 7.5 litre, flush pipe p-trap complete with connecting pipe in all respect size 630 mm white \nNS Item | BI01010001010000000000000515BI0100001136 | 1 | Job |
| 20 | 20 | providing and fixing was basin chianna ware size 450x300 mm complete mirror \nNS Item | BI01010001010000000000000515BI0100001137 | 1 | No. |
| 21 | 21 | providing and fixing long and short body bib cock ISI make\nNS Item | BI01010001010000000000000515BI0100001138 | 2 | No. |
| 22 | 22 | Earth work excavation in foundation trenches for undergroung structure sullage drain \nHSR Item No. 6.7 | BI01010001010000000000000515BI0100001139 | 4.8 | % Cum |
| 23 | 23 | CC 1:4:8 with stone aggereate 40 mm nominal size in F&P\nHSR Item No. 10.39 | BI01010001010000000000000515BI0100001140 | 0.23 | cum |
| 24 | 24 | First class brick work laid in C&S motrar 1:6 in F&P\nHSR Item No. 11.2 | BI01010001010000000000000515BI0100001141 | 2.7 | cum |
| 25 | 25 | cold twested deformed for steel bar for RCC work including bending, binding and placing in position Complete\nHSR Item No. 18.22 | BI01010001010000000000000515BI0100001142 | 0.36 | Qtl |
| 26 | 26 | CC 1:2:4 with stone aggereate 20 mm nominal size for RCC work in slab including centering and shuttering\nHSR Item No. 10.82 | BI01010001010000000000000515BI0100001143 | 0.4 | cum |
| 27 | 27 | White washing three coats \nHSR Item No. 16.48 | BI01010001010000000000000515BI0100001144 | 13.2 | Sqm |
| 28 | 28 | Finising walls with exterior decorative cement based paint two coats\nHSR Item No. 16.61 | BI01010001010000000000000515BI0100001145 | 21.29 | Sqm |
| 29 | 29 | applying priming coats with ready mixed p[aint on new steel work\nHSR Item No. 16.9 | BI01010001010000000000000515BI0100001146 | 3.23 | Sqm |
| 30 | 30 | painting two coats on new steel work\nHSR Item No. 16.17 | BI01010001010000000000000515BI0100001147 | 5.29 | Sqm |
