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| 1 | Description of work |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m. as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 0.30 m & above PWD SOR 2.6.1 |
| 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): 8 graded stone aggregate 40 mm (nominal size) PWD SOR 4.1.8 |
| 4 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 Clause 302.3 S. No. - 12.5 MORD Spec. - 800 |
| 5 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000,1202 S. No. - 12.6 MORD Spec. - 1000 |
| 6 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) PWD SOR 6.1.1 |
| 7 | 12 mm cement plaster of mix (1:4) 1 cement : 4 coarse sand PWD SOR 13.4.1 |
| 8 | Pointing with cement motar (1:3) on brick work as per drawing and technical specification clauses 63.3 and 1204 MORD Spec. - 600 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm (nominal size) PWD SOR 4.1.3 |
| 10 | Granular Sub-base with Well Graded Material(400.1) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density as per MORD specification 401 |
| 11 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. S. No. - 6.7 |
| 12 | Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granualr material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and papapets Clause 1106 MORD specification 1100 |
| 13 | Providing and Laying Solar PV Module Efficiency 76 watt peek Lithium-Ferro phosphate Battery Capacity 12.80 volt,30Amp Hour, LED Luminiare Efficiency Max. 12 watts, G.I Pipe class-B Length 6.00 mts. Other components Cable wiring, Battery box and other Hardware itoms etc. |
| 14 | Supply & Fixing of RCC Bench size (1500x450x1125mm .chapter 19 sl no.13. |
| 15 | Supply and fixing 18 mm Thick & 4.00X2.50 Ft. Size Inauguration Stone of Granite. Sanction by SE RED Knp. Please Enable Macros to View BoQ information |
