Tiruppur City Municipal Corporation_Construction of Compund Wall at KVR Nagar Elementary School in Ward No.42

Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m Inclusive of shoring, shuttering, beiling out water wherever 1 necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound iri place shown by the departmental officers and clearing and levelling the site etc,, complete

Plain Cement concrete 1:5:10 [one cement, five M-sand and ten course aggregates) using 40mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification.

Paving the floor with 8mm thick Double Charged Vitrified Tiles in all floors over a base layer of cement mortar 1:3 [one cement and three M-sand) 20mm thick of walls and 3 floors and pointed with the same colour cement neatly, including polishing with electric polishers to a high degree so as to make it perfectly smooth and showing etc. complete complying with standarD specification.

Random rubble masonry in CM 1.5 (one cement and five M-sand) for foundation and basemont using best new 4 rough and bond stones including simultaneous pointing above ground level with the same mortar etc., complete complying with standard specification,

Brick work in CM 1:5 mix using best Second Class Table Moulded Chamber Burnt Bricks 9"x4"x3" having 350 kg/cm³ compressive strength and 15% or less water absorbent in the period of 24hours immersement and confinning to ISI specifications including finishing, curing etc., complete complying with standard specification.

Supplying and erecting centering for soffits of plane surfaces like RCC Slabs, Lintels, Sunshades, Square Columns, Staircase waists, Beams etc., including strutting 3m high using mild steel sheets of size 90cm x 60cm and 6 BG 10 stiffened with M.S angles of size 25mm x 25mm x 3mm laid over silver Oak (C.W) joists of size 10cm x 6.5cm (spaced at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia (spaced of 75cm c/c) etc., complete complying with standard specification

Supplying, fabricating and placing in position of Steel Reinforcement using Mild Steal or Ribbed Tor steel bars for reinforcement to all RCC works as per the design 10.00 given including cost of steel and binding wire also in all floors etc, complete complying with standard specification.

Reinforced cement concrete 1:1.5:3 [one cement, onel and half M-Sand and three course aggregates] using 20mm size Hard Broken/Machine crushed Granite Stone 8 Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification.

Plastering with cement mortar 1:4 mix (one cement four P sand), 12mm thick in all floors using clean screened M-Sand and including cost of cur ng for fifteen days from the completion of the work and surface should free from 9 undulations and including the cost of preparing the surface for plastering and protecting froin other damages till setting of mortar etc.. complete complying with standard specification.

White washing two coats with freshly burnt white shell 10 lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges etc.. complete complying with standard specification.