|
| 1 | Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within intial lead and lift as per specification and direction of E/I. (i) For classification of soil item -A.[3.3.1) |
| 2 | Providing coarse clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/1.[15.1.10] |
| 3 | Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete. buiniding specifiacation and as per direction of E/I.(5.6.3) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) [BCD SOR - 5.3.1.1] |
| 5 | Providing RCC M-20 with nominal mix (1:1.5:3) in foundation & plinth with approved quality of stone…..do…do…direction of E/I. |
| 6 | Wall and Column |
| 7 | details of reinforcement casting of rcc tie beam |
| 8 | 10mm dia bar |
| 9 | 12mm dia bar |
| 10 | Providing and fixing stainless steel (grade 304) railing made of hollow tubes, channel, plates etc including welding, grinding, buffing, polishing and making curvature….etc…as per direction of E/I [ dsr 10.28] |
| 11 | centering and shuttering including strutting and propping etc and removal of form for foundation….do…do…E/I [5.3.17.1] tie beam |
| 12 | centering and shuttering including strutting and propping etc and removal of form for foundation….do…do…E/I [5.3.17.6] coulmn |
| 13 | Earthwork in back filling the trench after laying different types and sizes of RCC spun pipes with earth during excation within initiallead & lifts as per specification & direction of E/I[5.1.7] |
| 14 | Providing designation 75 B brick work with c.m (1:6) in foundation ......... do ........ do ...........E/I. [5.2.6] |
| 15 | Plastering of 12 mm thickness with c.m [1:6] ......... do ........ do ...........E/I. [5.7.3] |
| 16 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibration compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc., all complete as per direction of Engineer-in-charge. SOR(4.23B) |
| 17 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. ( dsr 13.48) |
| 18 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).[dsr 16.69] |
| 19 | Carriage of Materials |
| 20 | Sand 1Km(K) + 5Km(P) |
| 21 | Cement 5Km(P) |
| 22 | Chips 1Km(K) + 40Km(P) |
| 23 | Bricks 1Km(K) + 14 KM(P) |
| 24 | Reinforcement bar 5Km (P) |
| 25 | Add 18% GST |
| 26 | Adding Labour Cess @ 1% |
| 27 | For Sign board and Photography Please Enable Macros to View BoQ information |
