Balance Works of Sri Vinayaka Swamy Temple at Maldepalli (V), Gudupalli (M), 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) Vimanam 1st Story

B) Vimanam 2nd Story

C) For Mandapam

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) Vimanam 1st Story

b) Vimanam 2nd Story

C) For Mandapam

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

S&F of M.S. Grills of any design for Doors and Windows including fabrication and fixing charges etc. complete. for mandapam grill

Supply & application of one coat deco orient base & two coats of acrylic emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for internal walls including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., and overheads & contractors profit complete for finished item of work in all floors.

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

Filling with carted coarse sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all peraitonal, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&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

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 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.

Brick masonry for panel walls in superstructure with CM (1:6) prop: (Cement Screened sand) using common burnt clay bricks of class as per Table 1 of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 35 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc..and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504).

P.C.C (1:2:4) M15grade using 20 mm size HBG graded chips with niminal 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.402 with BIS 456-2000 but excluding the cost of steel and its fabrication charges.

Plastering 20mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work (SS 901,903 & 904)

S&F of M.S.Grills of any design for Doors and Windows including fabrication and fixing charges etc. complete

Plastic Emulsion painting in two coats in primary coat including cost and conveyance of all materials and labour charges etc complete

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) Three line dressing

C) Labour Charges