Construction of Sannathis and Thirumadhil

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 the departmental 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.

Supplying and filling in foundation, basement, etc with filling crushed stone sand 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.

Cement Concrete 1:5:10 (One of Cement, Five of M-sand and Ten of HBG jelly) for foundation using 40 mm gauge HBG jelly inclusive of shoring, shuttering and bailing out water where ever necessary ramming, curing etc. complete as per std. specification and as directed by the departmental officers.

Random Rubble masonry work in LM 1:2 ( One of lime and two of M-sand) Using selected stones and bond stones in foundation and basement including dewatering wherever necessary proper setting, curing etc., complete in all respects complying with relevant standard specifications

Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of M-sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).

Centering for sides and soffits of Rcc slabs of plain surface like lintels, beams, etc., including strutting 3M hight using MS sheets of size 90cmx60cm and BG 10 stiffened with MS angles of size 25x25x3mm laid over silver oak (C.W) joists of size 10x6.5cm (spaced at about 90cm c/c) and supported by casurina prop 10cm to 13cm dia (spaced of 75cm c/c) complying with standard specification and directed by the dept. officers

Supplying fabrication and placing in possition of MS or RTS bars for all RCC works including cutting bending and placing in position and also the cost of binding wire also etc., complete. (SS NO 134)

Supply of cut stone for carrying out Garpagraham,Arthamandapam, Maha Mandapam, Thirumathil and other Temple Structures etc.,complete in respects complying with relevant Std, Specification and as directed by the Dept, Officers.

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 three line dressing as directed by the departmental officers including cost and conveyance of materials to site and labour charges for paving and Pointing With Cement Mortar 1:5 etc complete.

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 single line dressing as directed by the departmental officers including cost and conveyance of materials to site and labour charges for paving and Pointing With Cement Mortar 1:5 etc complete.