CONSTRUCTION OF SCULPTURE SHED AT SRI MUKHALINGESWARA SWAMY TEMPLE AT SRIMUKHALINGAM, SRIKAKULAM DIST., ANDHRA PRADESH

Amount

Earthwork Excavation work by manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils within a lead of 50 m etc., complete as directed by the site in charge.

Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8) (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) including cost of materials and labour charges etc., complete as directed by the site in charge.

Laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (1:1.5:3) (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of materials and labour charges etc., complete as directed by the site in charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo-Mechanically Treated bars of grade Fe- 500D or more including cost of materials and labour charges etc., complete as directed by the site in charge.

Centering and shuttering including strutting, propping and removal of form for Foundations, footings, bases of columns for mass concrete including cost of materials and labour charges etc., complete as directed by the site in charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift etc., complete as directed by the site in charge.

Laying Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with (1:1.5:3) (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of materials and labour charges etc., complete as directed by the site in charge.

Steel reinforcement(TMT bars of grade Fe-500D) for R.C.C. work including straightening, cutting, bending, placing in position and binding above plinth level including cost of materials and labour charges etc., complete as directed by the site in charge.

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers Suspended floors, roofs, landings, balconies and access platform including cost of materials and labour charges etc., complete as directed by the site in charge.

C.R masonry in superstructure upto floor five level in cement mortar (1:6) (1 white cement : 6 coarse sand) including pointing with white cement mortar (1:2) (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade etc., complete as directed by the site in charge.

Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar (1:6) (1 white cement : 6 coarse sand) including pointing with white cement mortar (1:2) (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade etc., complete as directed by the site in charge.

Laying damp-proof course 50 mm thick with cement concrete (1:2:4) (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of materials and labour charges etc., complete as directed by the site in charge.

Fixing factory made UPVC white color fixed glazed windows /Ventilators comprising of UPVC multi chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60± 0.2 mm thick galvanized mild steel section made from roll forming process of required length( shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, the Window Sash should be fitted with 5mm thick Floated glass, EPDM gasket, G.I fasteners100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws. Profile of frame shall be mitered cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality including of cost of Single / double glass panes and silicon sealant. Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body etc., complete as directed by the site in charge.

Fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45-degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45-degrees on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in- charge, manufacturers specification etc., complete as directed by the site in charge.(Please refer drawing)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing including cost of materials and labour charges etc., complete as directed by the site in charge.

Supply and Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar (1:2) (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration including cost of material and labour charges etc., complete as directed by the site in charge.

Laying flooring with Plain cement concrete (1:4:8) (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) including cost of materials and labour charges etc., complete as directed by the site in charge.

Welding, fitting, fixing, hoisting and fixing of roof trusses with purlin, Bottom Runner/Ties, Struts, Rafters, Runners etc. fabricated with square / Rectangular hollow section, as per approved design including M/S clits, base plates, Bolts and nuts and Scaffolding etc., complete as directed by the site in charge.

12mm.thick NCL BISON Cement Fiber composite panel sheet over Truss including necessary jointing materials, fitting, fixing, necessary Hooks, Bolts and Nuts Bitumen washers including necessary Scaffolding, cost of materials and Fabrication charges etc., complete as directed by the site in charge.

Terraced roofing SBC modified shingles over 12mm thick NCL BISON panel including necessary screws and washers including cost of materials and installation charges etc., complete as directed by the site in charge.

Ridging to truss roof of sculpture shed with NBC roofing shingles including cost of materials and Installation Charges charges etc., complete as directed by the site in charge.

CHINTHADA VENKATA RAO (BID ID -3321552)

V SURENDRA NAIDU (BID ID -3321643)