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| 1 | SH:1-Earth Work |
| 2 | 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All kinds of soil. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | SH:2-Concrete Work |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level. |
| 8 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 11 | Foundations, footings, bases for columns. |
| 12 | SH:5-Steel Work |
| 13 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 14 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 15 | SH:6-Flooring |
| 16 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 17 | 40 mm thick with 20 mm nominal size stone aggregate |
| 18 | Providing and fixing Antistatic Polyvinyle Chloride sheet in flooring in approved pattern on a smooth and damp proof base using rubber based adhesive of approved quality and manufacture like Dunlop S-758, SR-998 or equivalent and reviting with floor using revits of approved make and size inlcuding rolling with light wooden roller weighing about 5 kg - all complete as per the directions of Engineer-in-Charge. |
| 19 | 2.00mm thick sheet |
| 20 | Providing and fixing copper strips under antistatic flooring with rivets of approved size and quality - all complete as per the directions of Engineer-in-Charge. |
| 21 | 20 mm wide X 400 micron thickness |
| 22 | SH:7-Roofing |
| 23 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 24 | 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 25 | SH:7-Carriage |
| 26 | Carriage of building materails by manual labour/ Ponies beyond motorable road and point to the site including loading , unloading and stcking as per the direction of E.I.C |
| 27 | From Chanderwari to Zajbal new site 3 |
| 28 | Cement |
| 29 | Sand, stone aggregate |
| 30 | CGS Sheets |
| 31 | Structural Steel |
