|
| 1 | construction of machineholes using sulpphate resistant cement at various depthst invert includingearthwork excavation as per SS20B,laying ceent concrete in CM 1:3:6 using crrushed stone sand(msand) and 40 mm B.G jelly for foundation,and stock brick workin C.M 1:3,for 23 cm thickwall and over 23cm thick wall ,plastering interior with C.M 1:3, 20 mm thick and exterior with C.M 1:3,12 mm thick,laying plain cement concrete 1:3:6 using12.0 mm to 20 mm B.G jelly fixing the frame,providing c.i steps,machine hole cover and frame,benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete. |
| 2 | 1.0 M DEEP |
| 3 | 1.50 M DEEP |
| 4 | Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B. |
| 5 | 200mm Dia DWC Pipes |
| 6 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame writing \\"TAMBARAM CITY MUNCIPAL CORPORATION\\" & work detail/ caution sign,providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites |
| 7 | Dewatering using 3HP diesel engine pumpset including Hire charges, cost of Diesel,Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back,loading, unloading and any other incidental charges etc., complete. |
| 8 | Dismantling the existing road including cost and conveyance of materials and all other labour charges etc |
| 9 | b)non bus route |
| 10 | asphalt |
| 11 | Concrete |
| 12 | Laying and jointing of 200 mm dia dwc pipes at various depths including earthwork excavation for trenches in hard stiff clay,blackcotton,hard red earth,shales,murams,gravel,stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 2m carting the pipes from any of the boards stores to the site of work lowering into the trenches ,aligning watering and ramming to consolidation,etc., complete for the pipes of following diameters.( Timbering included for depths 2.50 m, 3.00 m,3.50 m, 4.00 m& 4.50 m) |
| 13 | at 1.00 m deep |
| 14 | at 1.50 m deep |
| 15 | CC 1:3:6 using 40mm jelly for pipe line end concrete and encasing including laying in position, compacting, curing, finishing, etc., complete |
| 16 | Providing Wet mix macadam including premixing the material with water at OMC in mechanical mix plant carriage and laying in uniform layers and compacting etc.Complete as per clause 406 of MORT&H specifications |
| 17 | Cement concrete work 1:2:4 using Crushed stone sand (M-sand) and 20 mm gauge hard broken stone jelly for plain concrete works including laying ramming curing,etc.,complete. |
| 18 | Disposal of Surplus earth Please Enable Macros to View BoQ information |
