Improvements to Sri Changalapattu Mariyamma Devatha Temple at ChikkapalliThanda(V), Ramakuppam (M), Chittoor Dist.

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 ) proportion using 40mm size HBG metal from approved quarry including cost, seigniorage, conveyance of all material from approved source and all labour charges, curing, centering etc. complete for levelling Course Concrete. As per APSS 402

R.R. Masonry in CM ( 1: 6 ) using rough granite 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

Supply of Black Granite stone including cost of stone, Rough dressing, Palamana dressing, cost of jointing including cost and conveyance of chisels, hammers all materials labour charges etc. completed. A) Cost of Stone

B) Rough Dressing

C) Palamana Dressing i) Beams

iii) Roof Slab of Mandapam

vi) Pothikas with two sides

D) Cost of Tools

E) Cost of Jointing

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/Sam should be used for joints.) A) Cost of Stone

B) Palamana Dressing

C) Jointing Charges