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| 1 | Providing Jeep & Two wheeler Parking shed to DRDA Building Campus at Madurai. |
| 2 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete |
| 3 | Supplying and filling in foundation, basement, etc with filling Gravel in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 4 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 5 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 6 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 7 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 8 | Plain Cement concrete 1:3:6 using 20mm hbg jelly hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 9 | Providing Fencing arrangements to Cut stone pillar with 50x50mm weld mesh including cost of all materials etc., |
| 10 | Truss work for jeep & Two wheeler set Square Hollow Pipe 75x75 mm75mm x 75mm |
| 11 | Roofing with pre-colour coated Galvalume sheetwith 45mm Gauge thick of approved quality by drilling holes as directed by the departmental officers etc., complete. |
| 12 | 80mm G.I pipe below Ground level |
| 13 | waste water pipe |
| 14 | 80mm G.I coupling |
| 15 | Labour charges forseptic tank cleaning |
| 16 | Labour charges for sump cleaning |
| 17 | Executive Engineer\"sBath Room Fitting arrangements including cost of all materials etc., complete. |
| 18 | 20 mmShort body CPTape |
| 19 | 20 mmLong body CPTape |
| 20 | Shower Set |
| 21 | Health Faucet |
| 22 | 1/2 \" CP Angle Valve |
| 23 | Casting and fixing of RCC Precast slab of following thick 1:2:4 using 20mm hbg jelly - 50mm thick RCC precast slab |
| 24 | Providing Cup-board arrangements to Executive Engineer room using BWR plywood sheet including all cost and conveyance of materials |
| 25 | Wall paper to Executive Engineer\"s room including cost of all etc., |
| 26 | Charges for Blinds to windows (UPVC)including cost of all etc., |
| 27 | Labour charges for repairs to EE table |
| 28 | Provision for Sump cover slab |
| 29 | Provision for Two-wheeler shed gate arrangements |
| 30 | Provision for Jeep shed gate arrangements |
| 31 | Labour charges for fixing pole |
| 32 | Provision for Name board & photo charges etc., |
| 33 | \Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers |
