Improvements to Sri Kanchi Kamakshi Temple, Kanumalopalli (V), Siddavatam(M), Kadapa District.

Earth work excavation and depositing on banks with an initial lead of 10m and initial lift of 2m in soils like in rock like shales, ordinary gravel and rock like shales, ordinary gravel stoney earth and earth mixed with fair sized boulders etc completewhich do not require blasting etc., complete for foundations as per APSS No.308

Sand with filling sand from approved sources in layers not exeeding 15 cm thick, consolidating each deposited layer basement with Sand with watering and ramming with heavy rammers including all water leads, including charges for all operations, incidential, labour charge as per APSS-310

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

R.R. Masonry in CM ( 1: 6 ) using rough stone approved quarry including cost, seigniorage, conveyance of all material like cement, sand, granite stone water etc to work site from approved source and all labour charges, curing, centering etc. complete for levelling Course Concrete. As per APSS 612

V.R.C.C (1:11/2:3) using 20 MM size HBG graded chips with nominal mix SS-5 using necessary quantity and excluding cost and conveyance of steel per cum of concrete including cost and conveyance of all materials and all labour charges, seigniorage, curing, centering ( Using Steel) etc., complete as per APSS No.403 with BIS 456-2000 but excluding the cost of steel and its fabrication charges.a) plinth beam

Providing High Yield Strength Deformed Bars of Fe 415 Grade of different diametres including cost & conveyance of steel including cost of binding wire and labour charges for fabrication such as cutting, bending and cranking rods, tying grills with binding wire etc complete.

Plastering with CM( 1:5) mix using 20mm thick including cost and conveyance of all materials like cement, sand and water and labour, curing, scaffolding, seigniorage charges etc., complete. As per APSS No.904

Supply of hard granite cut stone slabs for flooring form Perur quarry including cost and converyance etc., complete with the following specifications.a) The size of the stone slab should not be less than 0.61mx 0.45m(2'-0"x1'-6").b) The thickness of the stone slabs should not be less than 100mm ( 4") in all sides. c) The top of the slab should be dressed with the following dressings properly.d) All the sides of the slabs should be dressed with following dressing to a depth of 40mm (11/2") from top surface to suit proper alignment and jointing with side slabs.e) The slabs should be laid horizontally and jointed properly to alignment over sand bed (excluding cost of sand bed).cement mortar bed.f) The joint of the slab should not be more than 6mm (1/4" thick).g) The slabs should be jointed with C.M(1:3) and the mortar should not come over the slab for the above item the rate is including cost and conveyance of all materials to site of work including necessary labour charges, dressing, laying, jointing but excluding cost of sand for bedmortar the bed will be paid under relevent item .( Cement mortar of 0.005 Cum/ Sqm should be used for joints.) I) a)cost of hard granite stone steps

b) Three line dressing for hard granite stone not less than 12" x 24" uniform size and thick ness not less than 4"

c) Labour charges for jointing for hard granite and soft variety