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| 1 | Appendix I:Erection of pole:Clearing and levelling the site and setting out asper the plan-Carpenter |
| 2 | do-Mancoolie |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains(not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone- III) : 8 graded stone aggregate 40 mm nominal size). |
| 5 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 6 | Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 7 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering Al lwork upto plinth level : 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Appendix- II:Granite Work:Supplying and fitting new ashlar stone for panchavargam basement three line dressed palamunameni exposed face and two line dressed on either side including ornamental as per plan with fitting the same in cement mortar 1:3 |
| 10 | Extra labour for cutting kumudham,vayanam,valar,kapothakam, in ashlar stone panchavargam basement |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering Al lwork upto plinth level : 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Appendix III:Copper Works:Labour engaged for copper works of dwajam thara, padma padukam, vendayam, alankarapura etc-Fitter |
| 13 | Supplying copper sheet |
| 14 | Labour engaged for testing copper para after fitting -Fitter |
| 15 | Labour engaged for testing copper para after fitting-Mancoolie |
| 16 | Labour engaged for fitting works to vahanam over veerakandam -Fitter |
| 17 | Appendix IV- Moulding Ashtadikpalakas and Vahanam Labour for fitting-Fitter |
| 18 | Appendix - V - Gilding work:Labour charges for fitting and buffing and acid polishing work on copper para of dwajasthambam such as para, vendayam, alankarapara, etc..-Fitter |
| 19 | do-Man coolie |
| 20 | Appendix - VII - Providing stainless steel railings:Earth work in excavation 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 22 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Please Enable Macros to View BoQ information |
