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| 1 | Excavatiopn in foundation in ordinary eoil ( Loam day, or eand ) induding filling lift upto 1.5 metre (She.)and lead upto30m.(100he.)6 includingfilling,wateringand ramming of excauaBd earth into the trenches or into the space between the buildingand the sides of foundation trenchesor into tho plimh and removalend dispoealof aurplue earthas directed by the Engineer- in - charge upto a distanceof 30 M. (100fts.)flom the foundation trenches SCH PWD 706 |
| 2 | Providingand laying Cement concrete 1:6:12( 1 cement : 6fine sand: 12 gradad brick ballast 40 mm. nominal size) including supplyof all materials. labour and T&P etc. requiredfor propercompletionof the work and curing complete,also includingcost of formwork in foundation and floors.SCH PWD 273 |
| 3 | R.C.C. for Raft With 1:2:4 As Per S.I. No..287+279(b-a)SCH PWD 287+279(b-a) |
| 4 | R.C.C. for Slab With 1:1.5:3 As Per S.I. No..284.8SCH PWD 287+284.8 |
| 5 | R.C.C. Coloum With 1:2:4 As Per S.I. No..288SCH PWD 288 |
| 6 | M.S. Iron Work In Footing As Per S.I. No. No 504. Qty Item No.3+4+5SCH PWD 504 |
| 7 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipeDSR 19.6.4 |
| 8 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete1:2:4 (1 cement : 2 coarse sand : 4 graded stone ggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Manhole Size 455x610x45mmDSR 19.30.1.1 |
| 9 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5Main Hole Size 120x90x90 mmDSR 19.7.2.1 |
| 10 | Construction of granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401 |
| 11 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanicalmeansClause 502 |
| 12 | Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 |
| 13 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.clause No. 503 complete in all respects. |
| 14 | Bituminous Concrete Grading 1 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregatesof specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. |
| 15 | Brick edging on both sides of roads of 1st class bricks 8cm (3\") wide & 12 cm (4.50\") deep laid with mud mortor including labour & supily of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sudries required for completion of work with material. SOR No.765/2022 |
| 16 | Dewataring of tank his Dispojal |
| 17 | 2.5M.(1\")thick1:2:4plainœment concretefloor with cement , approved œarse sand and 2 cm (3/4\") gæded approvedstone laid in panels finished with 3 mm.(1/8\")flooring œat of neat cementorœmentandmerbledustin5:1as specified ovœ & induding e wn (3j thick base concreteconeisingofcementlocalsandand brick ballast 4 cm (1.5\"\") gauge in the proportion of 1:2:4 and removing any over lapping morBr at thejoinBofpanelaifanyandgivingthema unifarmfinishlndudingsupplyofall materials labourand T&P etc. requiredfor proper completion of fhe work, Ag initemno801butfloorshallbe5 cm(2\") thick instead of 2.5 cm (1\") thick and proportion of concrete 1:1 1/2.3 instead of 1:2:4.SOR 604 |
| 18 | 110mm dia P.V.C. pipe 6kg. Pressure I.S.I. mark.Extra Item 17.31 |
| 19 | P.V.C. Bend 100mm diaExtra Item 17.34 |
| 20 | P.V.C. Socket 100mm diaExtra Item 17.37 |
| 21 | Scrapingoldwrtheorcolourwashincluding disposal of refuse material as directed by Engineer-in-charge with a distance of 60 met.(200 feet) SOR 22 No- 708 |
| 22 | 12mmthickplasterwithcementmortarinproportion of 1:3 cement and Coarse sand.SOR 22 No- 583 |
| 23 | Providing and Applying white Cement based puttyof aveage thickness 1 mm of approved brand and manufamurer, over the plastered wall surface to prepare the surface even and smooth complete.SOR 22 No- 30 13.80 |
| 24 | Finishing walls with textured exterior paint of required shade :Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.SCH PWD 660+661 |
