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| 1 | Engaging of Consultant for preparation of detailes design , structural drawing ,working Drawings , design calulations , vetting and providing technical support during execution of the work , complete Job. |
| 2 | 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 metr AKS |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded brick aggregate 40 mm nominal size |
| 4 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 6 | Providing and Fixing weep holes of PVC Pipe of 110 mm Dia. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, walls (any thickness) including attached pilasters. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 9 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 10 | Providing and Erecting W Metal Beam crash barrier comprising of 3mm thick coggugated sheet metal beam rail 70 cm above road ground level foxed on ismc series channel vertical post 150x75x5 spaced 2m centre to centre (complete job). |
| 11 | Dumping of stones incl. cost of stones in Horizontal on level |
| 12 | Hand packing of stones in T wire crates size (6.0x1.20x1.20) incl cost of stones and crates |
| 13 | Carriage of Material by Mechanical Transport. |
| 14 | Sand for an avg. lead of 15.00 Kms. |
| 15 | Stone Agg. Below 40 mm for average lead of 15.00 Km. |
| 16 | Stone Agg. Above 40 mm for average lead of 15.00 Km. |
| 17 | Stone Boulders for average lead of 10 Km. Please Enable Macros to View BoQ information |
