REPAIR/RENOVATION OF SHRI SHUKRESHWAR MAHADEV TEMPLE AND APPURTENANT WORK AT SAKUNI, DWARAHAT, DISTRICT ALMORA

Amount

Talking out dislocated , bulged, out of plum and cracked heavy architectural members/blocks stone of the temple bringing down very carefully from top to bottom face with proper documentation, numbering including shorting, cleaning, staking of serviceable members and disposal unserviceable material etc. complete.

Earth work in excavation by mechanical mean (Hydraulic excavator)/manual meanual over areas (exceeding 30cm in depth, 1.5 m in width as weli as 10spm on plan) including getting out and diposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge in Ordinary soil

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)

Restoration/ Resetting of Heavy and different type of architecture member o f Temple in proper place lifting ground to top of the temple very carefully with layer wise as per original and fixing in lime mortar 1:1:1 (1lime , 1 course sand, 1 surkhi) including cutting, dressing and fixing , curing etc complete

Provision of replacing damaged cracked and weathered architecture member ofdifferent size of the temple providing new block stone after four side line dressing cutting edge finishing placing edge finishing placing and fixing in proper place in 1:1:1 mortar as per original etc complete New stone block required of total complete New stone

Providing and laying of local (patal) in different size (thickness to be specified by the manufacturar) and shades, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc. complete

Providing and laying in position specified grade of reinforced cement .excluding the cost of centering, shuttering, finishing and- All work up to plinth level :1:1:5:3( cement :1.5 coarsesand(zone-III) : 3 graded stone aggregate 20 mm nominal size ).

Providing cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars piers, abutments, posts and struts etc. above plinth level up to floor V five level. excluding cost of centering, shuttering, finishing and:1:1:5:3(1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size ).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure, aboveinth level up to floor V lcvel in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)

12mm conent plaster of mix :1:6 (1 cement: 6 tine sand)

finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 Itr/10 sqmover and including priming coat of exterior primer applied @2.20 kg/10 sqm)

mild steel reinforcement for R.C.C. work including straightening, cutting,binding placing in position and binding all complete above plinth level -Mechanically Treated bars of grade Fe-500 D or more.

Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for Mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of formall heights :Columns, Pillars. Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of from for all heights :Suspended floors, roofs, landings, balconies andplatform

chequerred precast cement concrete tiles 22 mm thick in l'ootpath jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light using white cement

KAIRA CONSTRUCTION M180220143133130