|
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Earth work in excavation of foundation trenches in all kids of soil including dressing and leavelling the bed upto the required depth and depositing the excaveted materials with all leads & lifts T&P Shoring and shuttering watering if necessary etc. complete as per directed by the Engineer-in-charge |
| 3 | Backfilling available excavated earth (excluding rock) in trenches , plinth , sides of foundations etc.in layers not exceeding 20cm in depth , consoildating each deposited layer by ramming and watering , lead upto 50m and lift upto 1.5m |
| 4 | Supplying and filling foundation and plinth with sand watered and rammed including cost, conveyance, royalties and taxes of all materials and cost of all labour, T&P required for the work etc. complete (measurement will be taken on finished compacted section only) as directed by the Engineer-in Charge. |
| 5 | Cement concrete (1:4:8) using approved quality from approved quarry including lowering laying concrete watering and curing etc. as required levels laid in layers not exceeding(0'-6'') 15 cm thick including cost, conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge . |
| 6 | R.C.C. work M-20 in grade having a minimum compressive strength (in work test) 150 kg/cm2 in 15cm cubes at 28 days using 12mm. & down grade hard granite C.B. chips of approved quality and from approved quarry including watering, lowering laying concrete, compacting with vibrators, curing for 28 days with smooth etc. all complete but excluding the cost & conveyances of steel reinforcement as directed by the Engineer-In-Charge. |
| 7 | (A) Column Base |
| 8 | (B) Plinth Beam |
| 9 | (C) Column |
| 10 | Supplying Cutting,bending un- coated HYSD bars,for reinforcement tying the grills and placing in position as required for the RCC works and for providing fan hooks hoisting and lowering,laying including cost,conveyance & taxes of SYSD bars and binding wires of 18 to 20 gauge required for the work and bending binding and tying the grills . |
| 11 | Fly ash bricks masonary incm (1:6) after immersing the bricks 6 hrs. in water before use in Foundation and plinth having C.S. 75kg/cm2 in cluding all cost, carriage, royality etc. complete. as per direction of Enginner-In-Charge |
| 12 | Fly ash bricks masonary in cm (1:6) in Superstructure after immersing the bricks 6 hrs. In water before use in all floors having C.S. 75kg/cm2 in cluding all cost, carriage, royality etc. complete. |
| 13 | 12 mm thick cement plaster in cm (1:6) over brick wall finished smooth after raking out the joints including watering, curing with cost, conveyence etc.complete. |
| 14 | 16 mm thick cement plaster in cm (1:6) over brick wall finished smooth after raking out the joints including watering, curing with cost, conveyence etc.complete.In Side Wall Surface |
| 15 | Providing supplying M.S. grill made out of 12mm sq. bar and 25x6mm M.S. angle of approved desing including all cost etc. complete. |
| 16 | Providing and applying priming coat with Cement Primer of approved brand and manufacture on plaster surface as per the instruction of Enginner-In-Charge at all elevations including all materials and labour complete. |
| 17 | Providing and applying weather coat paint of approved brand and manufacture two coats to outside walls and inside walls including scaffolding and cleaning the surface before application as per specifications & as per the instruction of Enginner-In-Charge at all elevations including all materials and labour complete. |
| 18 | Painting 2-coats with any approved paint over one coat of primer on new wood or iron work including cost of materials. Please Enable Macros to View BoQ information |
