Construction of Additional Accommodation for PHC Anchidora.

Earth work in by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth as directed by Engineer-in-Charge.All kinds of soil

Providing and laying hand packed stone soling in foundation ,under floors etc. incl ramming, watering and consolidating complete ,cost and carriages of all materials involved upto site of work complete.

Providing and laying in position cement concrete of specified grade M-7.5 including curing but excluding the cost of centering and shuttering - All work upto plinth level with 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) i/c all carriages

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) i/c all carriages

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 above plinth upto floor V level including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work above plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) i/c all carriages

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) i/c all carriages

Reiforcement for R.C.C work including straightening, cutting, bending, placing in position & binding with binding wire all complete, Thermo Mechanically Treated Bars (500 D) (All work at all levels complete).

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Providing & fixing Precoated galvalume profile sheets 0.50 mm TCT having a crest height of 28-32mm at 195mm pitch and effective width of 975-1000mm and length to suit site requirement to the purlins using self drilling and self tapping fasteners of reputed make with purlin sheet using self drilling and self tapping fastners & Fixing flashings, valleys and ridges of colour coated galvalume plain sheet using self drilling and self tapping fasteners of reputed makel complete and as directed. The contractor shall give a minimum of 10 years guarantee for sheets against deterioration, disintegrations loss of luster, variation in colour, etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to satisfy 1.10 times the design wind load and coating thickness to the satisfaction of the Engineer-in-Charge. Fasterners shall also be load tested. The Contractor is to submit design and shop drawings for approval on the sheet profile, design and fabrication details before installation (including cost of all material, leads, lifts and carriages etc upto site of work complete).