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| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 |
| 2 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 |
| 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto Plinth Lvl as SI No-5.1.2 |
| 4 | 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 (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Lvl as SI No-5.2.2 |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (Slab) as per SI No. 5.3 |
| 6 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 |
| 7 | 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) upto plinth level with : Cement mortar 1:6 (1 cement: 6coarse sand) As per SI no 7.1.1 |
| 8 | Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 |
| 9 | 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) as per IS 13.4.2 |
| 10 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface as per Sl no. -13.80 |
| 11 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no. -13.46.1 Two Coats |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg As SI No. 10.25.2 |
| 13 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture. As per IS-13.48.3 |
| 14 | Supply and Fixing of Sign Board/Caution Board showing information about site etc. Includind supply of all materials, labour and T&P etc. required for proper completion of work as per direction of Engineer in charge. |
| 15 | Earth work in cutting or in embankment in moorum mixed soil (in Bundelkhand areas, requiring use of special T&P such as pick axes and sabbals etc.) excavation to be in the form of regular pits not exceeding 1/2 meter (20'') in depth including rammaing and dressing the surface to required, lavels and slopes and also including 1.5 m. (5ft), lifts and 30 m. (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within two km. distance including cost of royalty as directed by Engineer-in-charge |
| 16 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 |
| 17 | Providing and Laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site |
| 18 | Supply and fixing of sign board including painting and lettering as directed by Engineer-in-charge. |
| 19 | Excavation in foundation in moorum mixed soil(in Bundelkhand area) including lift upto 1.5 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge a distance of 30 m. from the foundation trenches. |
| 20 | Cement concrete in 1:6:12 with cement, sand and 22.40-53 mm granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. required for proper completion of the work . |
| 21 | M 150 brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in foundation and plinth in one brick thick wall including supply of all materials, labours and T&P etc. required for proper completion of the work . |
| 22 | Cement, concrete in 1:2:4 with cement, coarse sand and approved 20 mm. gauge granite stone grit including supply of all materials, labour and T&P etc. required for proper completion of the work. Please Enable Macros to View BoQ information |
