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| 1 | ELECTRICAL EARTHING (2 NOS.) & ELECTRICAL INSTALLATION |
| 2 | 40 mm G.I. pipe medium class |
| 3 | Funnel,G.I nuts, throughbolt,G.I washer |
| 4 | Locking arrangement withhinged cover plate |
| 5 | 40 mm to 20 G.I. reducer |
| 6 | Drillingof 5nos12 mmdiaholeson G.I.Pipe |
| 7 | Charcoal |
| 8 | Excavation |
| 9 | Brick work in cement mortar |
| 10 | Cartage & Wastage |
| 11 | Labour Chagres |
| 12 | Electrical Installation |
| 13 | CONSTRUCTION OF SUPPORTING PILLAR |
| 14 | Earth work in excavation of foundation in all kind of soilwithin initial lead and lift. |
| 15 | Filling sand in F&P well watered and rammed |
| 16 | C.C.(1:4:8) using 4 cm size b.h.g. metal |
| 17 | Fly Ash Brick maonary in C.M. (1:6) in F&P. |
| 18 | 12 mm thick Cement Plaster in C.M. (1:6) |
| 19 | Filling in F&P with excavated materials including wellwatered and rammed. |
| 20 | LABOUR CHARGES FOR LAYING AND FITTING OF PIPE, PUMP |
| 21 | Earth work in excavation of foundation in all kind of soil within initial lead and lift. |
| 22 | Filling foundation plinth with sand well wateredrammed |
| 23 | Labour charges for laying and jointing the pipes for1284m |
| 24 | Filling the trench with excavated materials quantity asper item No.1 = |
| 25 | Labour Charges for Pump Installtion & Pump material fitting in delivery side |
| 26 | Fabrication of Special Joint including welding of flange at one end and other end suitable for connecting delivery pipe line of pump set |
| 27 | CONSTRUCTION BRICK MASONRY DISTRIBUTION TANK - 7 Nos. |
| 28 | Earth work in excavation of foundation in all kind of soil within initial lead and lift. |
| 29 | Filling in foundation and plinth with sand well wateredand rammed. |
| 30 | C.C. (1:3:6) with 4 cm. (1½ ) size hard granite metal. |
| 31 | Brick work with Fly Ash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ± 2 percent in cement mortar (1:6) in F&P |
| 32 | 2.5cm thick A.S. flooring with cement concrete (1:2:4) using 12mm size C.B. chips |
| 33 | 12mm ( ½” ) thick cement plaster (1:6) |
| 34 | Cement punning |
| 35 | CONSTRUCTION OF PUMP CHAMBER |
| 36 | Earth work in excavation of foundation in all kind of soil within initial lead and lift. |
| 37 | Filling in F&P with sand wall watered and rammed. |
| 38 | C.C. (1:3:6) with 40mm size of h.g. metal. |
| 39 | Brick work with Fly Ash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ± 2 percent in cement mortar (1:6) in F&P |
| 40 | 2.5 cm Damp Proof Cource with C.C.(1:2:4) using 12 mm size hard broken granite chips |
| 41 | Brick work with Fly Ash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ± 2 percent in cement mortar (1:6) in Superstructure |
| 42 | Rigid and smooth centering & shuttering for RCCworks |
| 43 | Roof slab & Chajja |
| 44 | Lintel Band |
| 45 | Plinth Band |
| 46 | R.C.C. M-20 grade with 20mm and down grade C.B. chips of approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing |
| 47 | M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. |
| 48 | 2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard crusher broken granite chips |
| 49 | 12 mm thick cement plaster over brick works |
| 50 | 2.5cm thick A.S. flooring with cement concrete (1:2:4) using 12mm size C.B. chips |
| 51 | Supplying M.S Door & Window made out with MS Sheet, flat & angle |
| 52 | Priming 1 coat with any approved primer in new iron work |
| 53 | Painting 2 coats with any approved paint in new iron works |
| 54 | Priming 1 coat with wall primer (water bond) |
| 55 | Distempering 2 coats to walls with distemper |
| 56 | CONSTRUCTION OF DISPLAY BOARD |
| 57 | Earth work in excavation of foundation in all kind of soil within initial lead and lift. |
| 58 | Filling sand in F&P well watered and rammed |
| 59 | C.C.(1:3:6) using 4 cm size b.h.g. metal ( Crusherbroken ) |
| 60 | Brick work with Fly Ash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ± 2 percent in cement mortar (1:6) in F&P |
| 61 | 12 mm thick Cement Plaster in C.M. (1:6) |
| 62 | Filling in F&P with excavated materials including wellwatered and rammed. |
| 63 | Wall painting 2 coats with plastic emulsion paint |
| 64 | Labour charges for writing reqd. data & information on the Brick pillar Please Enable Macros to View BoQ information Compatibility Report for BOQ_494375.xls Run on 2/3/2025 19:31 If the workbook is saved in an earlier file format or opened in an earlier version of Microsoft Excel, the listed features will not be available. Significant loss of functionality # of occurrences Version Any effects on this object will be removed. Any text that overflows the boundaries of this graphic will appear truncated. 3.0 Excel 97-2003 Some cells in this workbook contain data validation rules, which refer to values on other worksheets. These rules won't be saved. 3.0 Excel 97-2003 Minor loss of fidelity Some cells or styles in this workbook contain formatting that is not supported by the selected file format. These formats will be converted to the closest format available. 5.0 Excel 97-2003 |
