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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) |
| 3 | Providing and laying in position cementconcrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 with( 1 cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size). |
| 4 | Dumping stone including cost of stones. On Horizontal on level. |
| 5 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 7 | Providing and Laying River Bed Material including Loading and Unloading carriage upto the site complete. |
| 8 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe |
| 9 | Supplying and stacking at siteGraded crushed stone aggregate of size 63 mm to 45 mm |
| 10 | 53 mm to 22.4 mm |
| 11 | Stone Screening of size 13.2 mm nominal size (Type A) |
| 12 | 11.2 mm nominal size (Type B) |
| 13 | Moorum |
| 14 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper gradeandcamber,applyingandbroomingrequisitetypeof screening /binding materialtofillupinterstices of coarseaggregate, watering and compacting to the required density. |
| 15 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm. |
| 16 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (Complete job) |
| 17 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 18 | Berm Dressingof Good Earth/RBM including conosladation with heavy road roller and all complete job |
| 19 | Carriage of material by M.T inclloading/unloading& stacking complete Sand/Stone agg. below 40 mm nominal size avg. lead 05 km by MT |
| 20 | Stone agg.above 40 mm size avg. lead 05 km by MT |
| 21 | Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipeavg. lead 90 km by MT |
