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| 1 | Construction of Bus shulter Keelaseliyanallur in Seliyanallur Panchayat |
| 2 | Earth work excavation for foundation in all soils such as redearth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,For Foundation |
| 3 | Cement concrete 1:4:8 mix usin 40 mm HBGSmetal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete.,For Foundation |
| 4 | Filling the basement excavated earth other than sand including all labour charges etc., complete |
| 5 | Brick work with cement mortar 1:5 mix using II class bricksfor foundation and basement and superstructure inculding cost and conveyance of all materiales curing etc ,complete. |
| 6 | Supplying and fabrication,placing in position of mild steel or ribbed Tor steel grils for RCC works inculding cost of steel and binding wire etc., complete |
| 7 | Supplying and erection centering for sides and soffits inculding necessary supports and structingfor plain surfaces such as RCC Slab,Lintel,Beam coloum,sunshade etc complete., |
| 8 | Reinforced cement concrete 1:11/2:3 mix using 20 mmHBGSmetal inculding cost and coveyance of allmaterials to site including labour for mixing ,laying,curing etc complete., |
| 9 | Terrace flooring with one coarce of old &new machine pressed tiles of size 20x20x2 mmusing Cm 1:3 with water proofing compound 2% weight of cement used and the joints pointed with same |
| 10 | Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm including cost and conveyance of all materials to site and all labour charges etc complete |
| 11 | Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. |
| 12 | Finishing the top of slopped roof, sun-shade with Decorative Tiles (Ornamental Tiles) of approved quality laid in cement mortar 1:3 20mm thick mixed with WPC at 2% by weight of cement used and top pointed with the same red oxide mixed mortar etc complete, complying with standard specifications |
| 13 | Dadooing of walls with white glazed tiles of size 15cmx15cmx6 mmlaid in CM 1:2, 10mm thick & pointing with white cement using 0.4kg/cm2-10Sqm. |
| 14 | Plastering with Cement Morter 1:3 mix 10 mm thick inculding cost and conveyanceof all materials to site and labour charges for curing etc |
| 15 | Plastering with Cement Morter 1:5 mix 12 mm thick inculding cost and conveyanceof all materials to site and labour charges for curing etc |
| 16 | Exterior emulsion paint two coats over priming coat inculding cost and conveyance of all materials to site and all loboure charges etccomplete |
| 17 | Supplying and erection centering for sides andsoffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel,Beamcoloum,sunshade etc complete., |
| 18 | Cement concrete 1:3:6 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc completefor bed blocksfor10 cum |
| 19 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 20 | Providing and Laying Paver Block of 60mm thick approved design made out of 12mm and 6mm HBGS chips in M30 mix properly cured to attain the required strength, Laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work site unloading and labour charges for fixing over Sand bed of 30mm thick & Joints filling using compressor of 1-3 ton capacity including hire and fuel charges for compressor and all other incidental charges etc |
| 21 | Provision for SS Handrails in cost all charges |
