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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil 50 m |
| 2 | 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 upto 1.5 m. |
| 3 | 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) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete |
| 8 | Centering and shuttering including strutting, propping etc. and removalof form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 9 | Taking out existing old, damaged & useless CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc. disposal of unserviceable material/malba to the dumping ground for which payment shall be made separately and satcking of serviceable material within 50metre lead as per direction of E/I. |
| 10 | Disposal of moorum/building rubbish/malba /similar unserviceable, dismatled or waste material by mechanical transport including loading, transporting, unloading to approved muncipal dumping ground for lead upto 10km for all lifts, complete as per direction of E/I. |
| 11 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller inculding making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres, asper direction of Engineer in charge. |
| 12 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Close graded Granular sub-base Material as per table 400-1) |
| 13 | Class 150 brick work in 1:6 Cement and Coarse sand of 1.50 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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,finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 15 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. |
| 16 | Providing and laying of IMPERMIABLE plastic sheet 125micron etc.complete as per direction of E/I DSR 0323 |
| 17 | Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) mortar with neat cement finished as per direction of E/I Please Enable Macros to View BoQ information |
