Construction of Toilet Block at Dikiuram Village, Tamenglong District, Manipur

Amount

CONSRUCTION ITEMS

Earth work excavation in trenches not exceeding 1.50 mtr wide & depth & getting out in hard core Coln 6x0.60x0.60x0.65=1.29 Cum Wall L=5.16x3+2x2x.445+2.2+2x1.2=22.76 L=22.76-6x0.60=19.16 1x19.16x0.3x0.45=2.646 Total – 3.93 Cum

Providing & laying PCC (1:4:8) ty D2 in foundation 6x0.60x0.60x0.15=0.324 Cum L=22.76-6x0.23=21.38 1x21.38x0.3x0.10=0.64 Total-0.964 Cum

Providing & laying RCC (1:2:4) as in Coln 6x0.6x0.60x0.15=0.324 Cum Ht 2.6+2.2/2=2.4 6x0.23x0.23x0.55=0.177 6x0.23x0.23x2.40=0.761 Total- 0.935 Cum

Brick work in cm (1:6) with colns ‘B’ Brick Modular 1x21.38x0.23x0.60 = 2.95 Cum

Providing & laying RCC (1:2:4) ty b1 L=22.76 PB 1x22.76x0.23x0.20 =1.05 Cum

Use & waste form work to RCC coln 6x4x0.23x2.95 = 16.28 Sqm

Use & waste form work PB 2x22.76x0.20 = 9.10 Sqm

Use & waste form work to LB L=2x4.93+2x2.21+2.23+2x1.2=18.75 =18.75x2x0.15-4x0.23=17.83 1x2x17.83x0.15 = 5.34 Sqm

RCC (1:2:4) ty B1 for LB 17.85x0.115x0.15=0.31 Cum

½ Brick wall in Cm (1:4) with modular Bricks L=2x4.70+2x2.21= 13.82 1x13.82x2.25=31.01 Sqm L=2.115+2x1.2 = 4.51 1x4.512.25 = 10.14 Sqm 1x1.2x1.50=1.80 Sqm 1x0.8x1.20 = 0.96 Sqm 1x0.90x2=2.10 Total – 43.91 Sqm 1x2x0.75x2.00= (-) 3.00 Sqm Total- 38.80 sqm

Providing & laying in position of reinforcement 8 to 16 mm dia MS wire, cut to length & bend to shape & binding with MS Wire Coln 10 mm dia L= 0.2+0.40+0.45+2.45=3.45 6x4x3.45x0.62= 51.33 Kg PB= 12 mm dia 19.80x4x0.89=70.48 Kg LB=10 mm dia 18.45x4x0.62 =45.75 Kg Striups 8 mm dia Coln = 8 mm dia x 150 Centre to centre Nb=3.45/0.15+1= 24 6x24x0.792x0.395= 45.05 L=4x0.15+16x0.012=0.792 PB No=19.80/0.15+1=132 L=2(0.17+0.15)+16x0.012=0.832 1x132x0.832x0.395=43.38 Kg LB No=18.45/0.15+1=124 B=2(0.065+0.1)+16x0.01=0.49 1x124x0.49x0.395=24.00kg Total- 302.35 Kg

Earth & filling in floor in layer with available earth, every layer 15 cm thick & ramming with water etc complete 1x4.93x0.90=4.435 Sqm 1x0.9x1.315=1.18 Sqm 1x2x0.80x1.315=2.10 Sqm 2x1.0x1.00x2.00x0.235=2.28 Sqm Total-9.71 Sqm

Providing & Laying, Hard core of stone aggravated not exceeding 100 mm, deposited watered & rammed to a true surface. 1x9.71x0.10=0.971 Cum

Providing & laying PCC (1:2:4) ty B1 as in floor 75 mm thick without finish 1x9.71x.075=0.728 Cum

Providing & laying in position plaster 15 mm thick in Cm (1:4) in Primer wall L=2(1.2+1)=4.40-0.75=3.3x0.90x2.00=5.94 0.8x2+0.9=1.5x0.90= 1.35 Sqm 2x1.2x0.90=2.16 Sqm 2x0.8x1.20=1.92 Sqm 2x1.2x0.90=2.16 Sqm Total-11.38

Plastering 15 mm thick in cm (1:4) on external wall 2(5.16+2.33)=14.98 1x14.98x2.40=35.95 Sqm

Plastering 15 mm thick in cm (1;$) on plinth & finish with floating cut of neat cement 14.98x0.45=6.74 sqm

Providing & laying color ceramic tiles 30x30cmx7mm thick on floo[r over screed 20mm thick in CM(1;4), pointed with color pigment 2x1.20x1.00=2.40 1x2x0.80x1.115=1.78 1x0.90x1.115=1.00 1x4.93x0.90=4.43 Total – 9.65 Sqm

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=3.65 2x3.65x0.90=6.57 Sqm 1x0.60x2x1.2=1.44 Sqm 2x1.115+0.90+2x0.8+2x1.0=6.73 1x6.73x0.90= 6.05 Sqm Total – 11.38

Hard work 2nd Class for frame work in Roof, rafter & Purlin Frame Work 3”x3” L=2x5.16+2x2.37=15.06 1x15.06x0.075x0.075=0.0847 Rafter 3”x3” 3x3.17x0.075x0.075=0.0534 Purlin 3”x2” 4x5.76x0.075x0.05=0.0864 Total-0.2242 Cum x 36=8.075Cum

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 oxide 1x6.19x3.47=21.47 Sqmtr

Providing & fixing white vitreous WC Indian type size 580 MM Including PVC flushing cistern & connection pipe including seat cover & lid 02 Nos

Providing & Fixing urinal pot with waste pipe & Stop Cock 02 Nos

Providing & fixing WHB, white vitrous china size mm flat back with cooupline, waste pipe & pillar tap, connection pipe & angle stop cock 02 Nos

Providing & fixing PVC door with choukhat, handles & hinge 02 Nos 02 Nos

Providing & applying 02 coat of oil bend distemper over coat of priming coat of wall 1x14.36 Sqm

Providing & applying 02 coat of external cement bend paint on wall 11 Sqm

Providing & fixing PCC Zallie 30 mm thick for V 4x0.45x0.3=0.54 Sqm

Providing & laying G.I. Pipe med grade 15 mm dip in all fittings 10 RM

Providing & laying G.I. Pipe15 mm dia 1x25=25 Rm

Providing & fixing 1000 ltr capacity PVC water storage length (Make – sintex) over a staying of (RCC) 1.5 mtr height 01 Job

Providing & fixing bib cock (brass) 15 mm 02 Nos

Providing & Laying in tranches PVC (SWR) pipe 110 mm dia

Providing & fixing PVC bend 110 mm dia

Providing & fixing PVC Tee 110 mm Dia

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 thick 01 Job

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 A1 02 Nos

M/S NIRBHAY KUMAR (BID ID -3423154)

M/S RANJAN ENTERPRISES (BID ID -3423166)