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| 1 | CONSRUCTION ITEMS |
| 2 | Earth work excavation in trenches not exceeding 1.50 mtr wide & depth & getting out in hard coreColn6x0.60x0.60x0.65=1.29 CumWallL=5.16x3+2x2x.445+2.2+2x1.2=22.76L=22.76-6x0.60=19.161x19.16x0.3x0.45=2.646 Total – 3.93 Cum |
| 3 | Providing & laying PCC (1:4:8) ty D2 in foundation6x0.60x0.60x0.15=0.324 CumL=22.76-6x0.23=21.381x21.38x0.3x0.10=0.64Total-0.964 Cum |
| 4 | Providing & laying RCC (1:2:4) as in Coln6x0.6x0.60x0.15=0.324 CumHt2.6+2.2/2=2.46x0.23x0.23x0.55=0.1776x0.23x0.23x2.40=0.761Total- 0.935 Cum |
| 5 | Brick work in cm (1:6) with colns ‘B’ Brick Modular1x21.38x0.23x0.60 = 2.95 Cum |
| 6 | Providing & laying RCC (1:2:4) ty b1 L=22.76 PB1x22.76x0.23x0.20 =1.05 Cum |
| 7 | Use & waste form work to RCC coln6x4x0.23x2.95 = 16.28 Sqm |
| 8 | Use & waste form work PB2x22.76x0.20 = 9.10 Sqm |
| 9 | Use & waste form work to LBL=2x4.93+2x2.21+2.23+2x1.2=18.75=18.75x2x0.15-4x0.23=17.831x2x17.83x0.15 = 5.34 Sqm |
| 10 | RCC (1:2:4) ty B1 for LB17.85x0.115x0.15=0.31 Cum |
| 11 | ½ Brick wall in Cm (1:4) with modular BricksL=2x4.70+2x2.21= 13.821x13.82x2.25=31.01 SqmL=2.115+2x1.2 = 4.511x4.512.25 = 10.14 Sqm1x1.2x1.50=1.80 Sqm1x0.8x1.20 = 0.96 Sqm1x0.90x2=2.10Total – 43.91 Sqm1x2x0.75x2.00= (-) 3.00 Sqm Total- 38.80 sqm |
| 12 | Providing & laying in position of reinforcement 8 to 16 mm dia MS wire, cut to length & bend to shape & binding with MS WireColn10 mm diaL= 0.2+0.40+0.45+2.45=3.456x4x3.45x0.62= 51.33 KgPB= 12 mm dia19.80x4x0.89=70.48 KgLB=10 mm dia18.45x4x0.62 =45.75 KgStriups 8 mm diaColn = 8 mm dia x 150 Centre to centreNb=3.45/0.15+1= 246x24x0.792x0.395= 45.05L=4x0.15+16x0.012=0.792PBNo=19.80/0.15+1=132L=2(0.17+0.15)+16x0.012=0.8321x132x0.832x0.395=43.38 KgLBNo=18.45/0.15+1=124B=2(0.065+0.1)+16x0.01=0.491x124x0.49x0.395=24.00kgTotal- 302.35 Kg |
| 13 | Earth & filling in floor in layer with available earth, every layer 15 cm thick & ramming with water etc complete1x4.93x0.90=4.435 Sqm1x0.9x1.315=1.18 Sqm1x2x0.80x1.315=2.10 Sqm2x1.0x1.00x2.00x0.235=2.28 SqmTotal-9.71 Sqm |
| 14 | Providing & Laying, Hard core of stone aggravated not exceeding 100 mm, deposited watered & rammed to a true surface.1x9.71x0.10=0.971 Cum |
| 15 | Providing & laying PCC (1:2:4) ty B1 as in floor 75 mm thick without finish 1x9.71x.075=0.728 Cum |
| 16 | Providing & laying in position plaster 15 mm thick in Cm (1:4) in Primer wallL=2(1.2+1)=4.40-0.75=3.3x0.90x2.00=5.940.8x2+0.9=1.5x0.90= 1.35 Sqm2x1.2x0.90=2.16 Sqm2x0.8x1.20=1.92 Sqm2x1.2x0.90=2.16 SqmTotal-11.38 |
| 17 | Plastering 15 mm thick in cm (1:4) on external wall2(5.16+2.33)=14.981x14.98x2.40=35.95 Sqm |
| 18 | Plastering 15 mm thick in cm (1;$) on plinth & finish with floating cut of neat cement14.98x0.45=6.74 sqm |
| 19 | Providing & laying color ceramic tiles 30x30cmx7mm thick on floo[r over screed 20mm thick in CM(1;4), pointed with color pigment2x1.20x1.00=2.401x2x0.80x1.115=1.781x0.90x1.115=1.001x4.93x0.90=4.43Total – 9.65 Sqm |
| 20 | Providing & applying color glazed ceramic tiles on wall over screed bed 20 mm on walls & pointed with color pigment (tiles size 30 x 20cm nx 6 mm thick)L=2(1.2+1)-0.75=3.652x3.65x0.90=6.57 Sqm1x0.60x2x1.2=1.44 Sqm2x1.115+0.90+2x0.8+2x1.0=6.731x6.73x0.90= 6.05 SqmTotal – 11.38 |
| 21 | Hard work 2nd Class for frame work in Roof, rafter & PurlinFrame Work 3”x3”L=2x5.16+2x2.37=15.061x15.06x0.075x0.075=0.0847Rafter 3”x3”3x3.17x0.075x0.075=0.0534Purlin 3”x2”4x5.76x0.075x0.05=0.0864Total-0.2242 Cum x 36=8.075Cum |
| 22 | Providing & fixing CGI Sheet 0.50 mm thick on roof & fixed with over lap it 1 ½& fixed with coach screw & washer& color at joint 1 mtr with 02 coat of synthetic ennemal paint over red oxide1x6.19x3.47=21.47 Sqmtr |
| 23 | Providing & fixing white vitreous WC Indian type size 580 MMIncluding PVC flushing cistern & connection pipe including seat cover & lid02 Nos |
| 24 | Providing & Fixing urinal pot with waste pipe & Stop Cock02 Nos |
| 25 | Providing & fixing WHB, white vitrous china sizemm flat back with cooupline, waste pipe & pillar tap, connection pipe & angle stop cock02 Nos |
| 26 | Providing & fixing PVC door with choukhat, handles & hinge 02 Nos02 Nos |
| 27 | Providing & applying 02 coat of oil bend distemper over coat of priming coat of wall1x14.36 Sqm |
| 28 | Providing & applying 02 coat of external cement bend paint on wall11 Sqm |
| 29 | Providing & fixing PCC Zallie 30 mm thick for V4x0.45x0.3=0.54 Sqm |
| 30 | Providing & laying G.I. Pipe med grade 15 mm dip in all fittings10 RM |
| 31 | Providing & laying G.I. Pipe15 mm dia1x25=25 Rm |
| 32 | Providing & fixing 1000 ltr capacity PVC water storage length (Make – sintex) over a staying of (RCC) 1.5 mtr height01 Job |
| 33 | Providing & fixing bib cock (brass) 15 mm 02 Nos |
| 34 | Providing & Laying in tranches PVC (SWR) pipe 110 mm dia |
| 35 | Providing & fixing PVC bend 110 mm dia |
| 36 | Providing & fixing PVC Tee 110 mm Dia |
| 37 | Construction of soak pit 2.00 mtr dia 1.80 mtr deep with 45x45cm bry brick honey comb shat with bricks (full bricks & PVC drain pipe 110 mm dia 1.8 mtr long compete as standard and concrete with RCC cover 100 mm thick01 Job |
| 38 | Providing & construction of man hole of inner size 45cm x 45cm & deep 45 cm with PCC base (1:3:6) type C2 100 mm thick & full brick work in cm (1:4) & CI cover with RCC (1: 1 ½:3) type A102 Nos |
