Public Works Department Tender

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Quantity = 2 (80’x2’x3'')+ 6(12'x3’x3'') = 134Cft = 3.79Cum

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) Walls of room= 2(25’x10’x9”) + 2(15’x10’x9”) - 2(5’x6’x9’’) Walls - (7’x3’-6’’x9’’)=559.12 Cft = 15.83 Cum

15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand) Quantity = 2(80’x10’)walls + (27’x17’)roof - 2(2(5’x6’))window – 2(7’x3’-6’’) Door= 1890 Sft= 175.58 Sqm

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more 10mm plinth Tie Beam = 80’x6 = 480’ 10mm Roof Slab = (27’x30 + 17’x50) = 1660’ 10mm Roof Beams = 3(15’x6)) = 270’ 10mm foundation mesh = 6(3’x7+3’x7) = 252’ 10mm Columns = 6(13’x6) = 468’ 10mm Roof Tie Beam = 80’x6 = 480’ 8mm Rings = 2(3’x200) + 6(3’x32) + 3(3’x30) = 2046’ 10mm =3610'= 1100.32m@0.617kg/m= 679Kg 8mm= 2046’ = 623.62m@0.395kg/m= 246.32Kg Total = 925.32 + 5% extra = 971.58 Kg

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size Plinth = 80’x1’-6’’x4’ = 480Cft Foundations = 6(3’x3’x3’) = 162Cft Columns = 6(10’x1’x1’) = 60Cft Middle Beam = 15’x1’x1’=15cft Slab = 27’x17’x6’’ = 230Cft Total Quantity = 947 Cft = 26.8 Cum

Cement concrete flooring 1:2:4 (1cement: 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. 40mm thick with 20 mm nominal size stone aggregate. Quantity = 25’x15’= 375Sft = 34.83Sqm

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer Quantity = 175.58 Sqm

Providing and fixing pressed steel 01no door frames(7’x3’-6”) with MS angle door along with MS sheet along with allied accessories of door and 02 no window frames(5’x6’) with MS angle windows of size 5’x1’-6” 08 nos with MS sheet along with allied accessories conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb. Job includes cost of material, labour charges and all kind of taxes.

Complete electrification and ilumination along with accessories which includes mainly copper wire 1mm,copper wire 1.5mm,copper wire 2.5mm, PVC batten, PVC conduit pipes, PVC box + 12 modular+sheet-01 no, socket 9amp- 02 no, switches 9amp-02 no,, socket 16amps-02 no, switches 16amp-2no.,power indicator, Blank switch, LED batten Light 20W-04 no., PVC junction box 4 way -04 no., GI clamp, PVC gatti& screws, service line 16 mm aluminium, MCB box double door 08 way -01 no., MCB 16 amp-2 no.PVC tape rolls, bulb holders-04 no , 9watt led bulb-04 no . Job includes cost of material, labour charges and all kind of taxes.