Balance Works to Sri Poongavanatthama Temple at Kurmai (S.C.Colony) puram, Kuppam Municipality, Chittoor District.

Ornamental Brick Masonry in C.M(1:5) mix using II nd class bricks well burnt from any kiln, inclusive of brick bots, and madras terrace bricks, including cost & conveyance of all materials, labour charges, scaffolding charges, and curing etc., complete complying of standard specifications and as directed during execution of work for one Cu.m A) Above Prastharam level i) For Vimanam 1st Story

Plastering with CM(1:3) mix using 12mm 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(for ceiling)

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

Ornamental plastering in CM 1" to 1%" thick base plastering in (14:1%)in CM i(1:3) and top finishing thick with (1:2) to bring the required ornamentation including cost and conveyanceof all materials, labour charges all incidential and operational charges curing etc complete finished item of work in site for external surface as per approved drawing and as directed during execution including preparation and fixing pre cost pillars, kudam, palaka vedika, lathalu in uttara. eludandkam,pothikas, nasigudu-pushpa puskala adisthranam wherever necessary.. a) Above Prastharam level i) Vimanam 1st Story

Supplying and fixing of brass stupi with stupi dandam including the cost and conveyance of all materials and labour charges etc complete

Supplying and fixing of best teak wood door shutter with two leaves with single/double rows of padmas with necessary fittings and locking arrangments including the cost and conveyance of all materials and labour charegs etc

Providing and fixing factory made uPVC white colour sliding glazed window upto1.50m in height dimension comprising of uPVC multi chambered frame with in-built roller trackand sash extruded profiles duly reinforced with 1.60±0.2mm thick galvanized mild steel section made from roll forming size according process of required (shape length & to UPVCprofile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded inter locks, EPDM gasket, wool pile, zin calloy(white powder coated) touch locks with hook.zinc alloy body with single nylon rollers (weight bearing capacity to be 40kg), G.I fasteners 100x8mm size for fixing frame to finished wall and necessary stainless steel screwsetc. Profile offrame & sash shall be mitred cut andfusion welded at all corners, including drilling of holes forfixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished walls shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single/double glasspanes, wiremesh and silicon sealent Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension

Supply ing fixing of scaffolding during execution of work including cost and conveyance of all materials and labour charges etc complete a) up to 20'0" height

b) above 20' 0" height

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 and Conveyance of Stone at Site

B) Three Line Dressing

C) Labour Charges

Painting with best emulsion paint two coats oveer primary coat including cost and conveyance of all materials and labour charges etc complete.