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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc., as required and as directed by the Engineer-in-charge complete. |
| 2 | Earth work in excavation for all kinds of soils 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m etc., as required and as directed by the Engineer-in-charge complete. |
| 3 | Supplying and filling in plinth with manufactured sand derived from recycled concrete aggregate (RCA) under floors, including watering, ramming, consolidating and dressing etc., as required and as directed by the Engineer-in-charge comple. All labour and materials. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 5 | Providing and laying in position ready mixed or site batched design mix cement concreteof M20 grade with minimum cement content of 270 kg /cum for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing all works upto plinth level as per direction of the engineer-in-charge complete. All labour and materials. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 6 | Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand)from ground level upto plinth level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 7 | Cement Plaster 12 mm thick of mix 1:4 (1 cement : 4 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 8 | RCC M 20 mixin pre-cast slabs, fencing posts etc using 20mm graded granite metal of approved quality as coarse aggregates and river sand as fine aggregate including mixing,depositing in position,tamping,finishing,curing cost of super plasticizer etc; including necessary boxing as required, lifting and placing in position etc., as required and as directed by the Engineer-in-charge complete.complete. All labour and materials but excluding the cost of reinforcement. |
| 9 | Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as required and as directed by theEngineer-in-Charge, complete. All labour and materials. |
| 10 | Providing and fixing Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020 metres, Length: Maximum 12 Meters with Regular Range Colours or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto 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 etc., as required and as directed by theEngineer-in-Charge, complete. All labour and materials. |
| 11 | Providing scaffolding from 3mts to 6 mts height (First floor) including ballies, ropes, nails etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 12 | Finishing walls with Acrylic Smooth exterior paint of required shade on old work (One or more coat applied @ 0.90 ltr/10 sqm) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 13 | Finishing with Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.. |
| 14 | Transportation of soling stone/debris upto a lead of 12 Km etc., including stacking, loading and unloading leads and lifts and levelling the unloaded materials at the place of unloading etc.,as required and as directed by the Engineer-in-charge complete. |
| 15 | Transportation ofexcavated earth up to a lead of 12 Km etc., including stacking, loading and unloading leads and lifts and levelling the unloaded materials at the place of unloading etc,.as required and as directed by the Engineer-in-charge complete. |
| 16 | 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 for all lifts etc., as required and as directed by the Engineer-in-charge complete. |
