Tender For Re-Construction Of Cloister Mandapm Of Arulmigu Ekambaranathar Temple At Kancheepuram Taluk, Taluk And District.; 1 Labour charge for removing the cement flooring from the cloister mandapam including removing all debris from the site of work etc all complete., complying with standard specification. 2 Labour charge for removing the weathering course from the cloister mandapam including removing all debris from the site of work etc all complete., complying with standard specification. 3 Labour charge for removing the lime concrete from the cloister mandapam including removing all debris from the site of work etc all complete., complying with standard specification. 4 Labour charge for removing the cement concrete from the cloister mandapam including removing all debris from the site of work etc all complete., complying with standard specification. 5 Labour charge for removing the brick work from the cloister mandapam including removing all debris from the site of work etc all complete., complying with standard specification. 6 Brick wall above 3m height 7 Brick wall under 3m height 8 Labour charge for removing the damaged or dislodged stone elements from the cloister mandapam and restacking it for later use etc all complete., complying with standard specification. 9 Wall stones - Pavukkal & wall stones 10 Uthiram, Bothiyal & Thoon 11 Cut stone slabs 12 Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. 13 Supplying and filling in foundation and basement with filling sand in layers of 150mm thickness well watered rammed and consolidated complying with relevant std specification including cost of supplying filling sand. 14 Lime concrete 1:5:10 (One part of lime five part of sand and ten part of HBG jelly )for foundation using 40mm gauge HBG jelly inclusive of shoring strutting and baling out water where ever necessary ramming curing etc.,complete as per Std, Specification and as directed by the Dept, Officers 15 Lime Concrete 1:2:4 (one part of lime two part of sand and four part of brick jelly) for all plain lime concrete works using 20mm brick jellyin position excluding centering and shuttering but including laying, curing and finishing etc.,complete. with standard specification. 16 Random Rubble masonry work in lime mortar 1:2 (one part of lime and two part of sand) Using selected stones and bond stones in foundation and basement including dewatering wherever necessary proper setting, curing etc., complete in all respectscomplying with relevant standard Specifications. 17 Supply of new cut stones for wall stones, pavukkal, kodungai and viyazhavari for cloister mandapam etc., all complete complying with standard specification. 18 Temple structures upto 5-feet length 19 Temple structures upto 10-feet length 20 Labour charge for dressing the new stones for cloister mandapam including labour charge excluding the cost of cut stones etc., all complete complying with standard specification. 21 Wall stones (Ulvari) 22 Kodungai 23 Viyazhavari 24 Pavukkal 25 Fixing charge for dressing the new stones for cloister mandapam including labour charge excluding the cost of cut stones etc., all complete complying with standard specification. 26 Wall stones (Ulvari) 27 Adhistanam 28 Refixing cut stone slabs 29 Thoon 30 Bothiyal 31 Uthiram 32 Pavukkal 33 Kodungai 34 Viyazhavari 35 Labour charges for Pointing the Cut stone masonary work with lime mortar 1:1.5 (one part of lime and one point five part of sand ) excluding cost ofcut stone but including all labour charges,scaffolding etc.. complete with standard specifications. . 36 Flooring with cut stone slab of size 600mmX600mm and other sizes suitable for site requirement not less than 100mm thick with machine cut edges and top surface dressed as directed by the departmental officers including cost and conveyance of materials to site and lobour charges for paving and Pointing With lime mortar 1:1.5 (one part of limet and one point five part of sand) etc all complete complying with standard specification. single line dressing 37 Filling of core wall for two leaf stone wall dismantling and re-fixing portion with brick works in lime mortar 1:2 (one part of lime mortar and two part of sand) using Second class ground moulded Chamber bricks size 9 x 43/8 x 23/4 inclusing cost and conveyance of all materials and labour charges and all other incidental charges etc., all complete complyinig with standard specification. 38 Brick work in lime mortar 1:2 (one part of lime mortar and two part of sand) using second class ground moulded Chamber brickssize9 x 43/8 x 23/4 including cost and conveyance of all materials and labour charges and all other incidental charges etc completc complying with standard specification. 39 Plastering with lime mortar 1:1.5 (one part of limet and one point five part of sand), 12mm thick including cost and conveyance of all materials and all labour charges, curing etc,complete complying with standard specifications. 40 Weathering course concrete with broken jelly 20mm size and pure slaked lime over RCC roof slab, the proportion being 32:12.5 for required depth of 80mm for giving required slope and thickness of roof on required, well beaten with wooden beater etc, complete with standard specifications. 41 Providing flat bricks on the terrace top using two layer of specially manufactured superior quality chamber moulded terrace brick of size 150x75x25mm for heritage works laid with lime mortar 1:1.5 (one lime and one half sand) and the joints of bricks raked up to receive lime mortar plastering to be done over the roof surface. The flat bricks should be laid in such a manner with proper slope and gradient that the rain water gets discharged easily through rain water outlet pipes freely. The quality of lime to be procured from Pollachi shall be of best and high calcium oxide content quality. This flat bricks shallbe subjected to curing for a period of 7 to 10 days and after which loose lime particles will be removed and the joints raked up to take up lime mortar plastering (two layers) 42 Plastering with lime mortar 1:1.5 (one part of limet and one point five part of sand) ,25mm thick including cost and conveyance of all materials and all labour charges,curing etc,complete complying with standard specifications. 43 Painting two coat with approved water based Exterior Emulsion over the cement plastered wall surface, ceiling and other new surface including clearing preparing the surface curingin all floors including brushes etc., complete as per specification. -10 m 2 ( S.I. No 358 ) 44 Supplying and fixingmild steel grill Gate including costconveyance of all materials and fixing in position including priming coat etc complete with standard specifications. 45 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 46 Scaffolding charges for Vimanans andgopurams with casurina posts coconut or plamtrees wherever necessaryfor main, form work and providing with Non Flamable Shaded coverings, providing ladder arrangements, country wood plant for working, inspection etc, complete hire charges only for erection, maintenance and removing the same on completion of the work1 sq,ft. 47 Providing Two legged Scaffolding using 15cm Dia blue Gum post or Best quality Bamboo / casurina post of 4m overall length (3m ht + 0.5m Projection + 0.50m into the Ground), 3.50 -6.00m and 6.00 to 8.50 the Distance between the Two rows being 1.25m and the spacing of post being 2m ht both upto 18.00m ht etc., complete complying as per standard specificationfor Height 3.50 m - 6.00 m
