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| 1 | Part -A ) Supply & Filling of GSB/RBM Nallah Muck at site including levelling dressing and consolidation with road Roller 8-10 tonne Capacity. Incl. all carriages with all leads and lifts (Complete Job) |
| 2 | Part -B ) Supplying and stacking of Graded crushed stone aggregate of size 63 mm to 45 mm mm nominal size at site |
| 3 | Supplying and stacking of Stone screening 13.2 mm nominal size (Type A) at site |
| 4 | Supplying and stacking of Moorum /Dust at site |
| 5 | 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 grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 6 | Carriage of Material by way of Mechnical Transport to the site of work for an average lead of 17 kms a) Stone Aggregate |
| 7 | b) Stone screening/ Dust |
| 8 | Part -C ) Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 9 | Providing and laying of hand packed stone Solling nallah/Quarry) incl. all carriages |
| 10 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 11 | Providing and laying in position cement concrete of specified grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 12 | Providing and laying in position cement concrete of specified grade 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 13 | 50 mm thick with 20mm nominal size stone aggregate. 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. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Carriage of Material by way of Mechnical Transport to the site of work for an average lead of 17 kms a) Stone Aggregate/ Sand |
| 17 | Part -D ) Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 18 | Providing and laying of hand packed stone Solling nallah/Quarry) incl. all carriages |
| 19 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 20 | Providing and laying in position cement concrete of specified grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level with: |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 22 | P/F Of PVC Weep holes 75mm Dia Complete Job |
| 23 | Carriage of Material by way of Mechnical Transport to the site of work for an average lead of 17 kms a) Stone Aggregate/ Sand |
| 24 | Part -D ) Laying of RCC Pipes in proper gradient with adequate cushion including excavation of road surface upto required depth. Incl. all carriages of Pipes (Complete Job) 18\" Dia Please Enable Macros to View BoQ information |
