Repair and renovation of residential JE quarter PWD(R and B) Division Billawar by way of waterproofing and plinth protection etc. (Under 2216 Housing Non plan)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg./sqm. and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured.

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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Cement concrete flooring 1;2;4 (1 cement:2 coarse sand :4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. a) 50 mm thick with 20mm nominal size stone aggregate.

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. A) Welded

Halft brick masonary with common burnt clay (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor V level. a) Cement mortar 1:4 (1 cement: 4 coarse sand).

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Finishing walls with Acrylic smooth exterior paint of required shade:A)Old work (one or more coats applied @ 0.90 liters/ 10sqm)

Engaged Plumber/Helper for making good connection and repair of damaged sanitary works/ fixture and makiung it functional. (LMR)

Plumber

Helper

Engaing labourer for clearing and cleaning the area (LMR)

Labourer

Providing and fixing surface light/Flood light 50 w (LMR)

Providing and fixing Kitchen exhast fan (LMR)

Carriage of the following materials by Mechanical Transport/haed load from source to site of work incl. loading, unloading and stacking complete :-

Sand for an average lead of 1 Km by MT and 100mtr by HL.

Stone aggregate below 40mm nominal size for an average lead of 1 Km by MT and 100mtr by HL.

Stone aggregate 40mm nominal size and above for an average lead of 1 Km by MT and 100mtr by HL.

Bricks for an average lead of 85 Km by MT and 100mtr by HL.

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