|
| 1 | Besawali to Doba area of Overa-Aru WLS N= 33º 56\" 50.81” E= 75º 15\" 29.41\"N= 33º 56\" 32.09” E= 75º 15\" 48.40\" |
| 2 | Earth work in excavation by manual means in trenches for foundation drains, pipes etc. not exceeding 10sqmt on plain including getting out of excavated earth and disposal 1mt from cutting edge. All kinds of soil155x2’-0\"x2\"-0\"x2\"-4\" =1444.6cft |
| 3 | Providing and Laying stone soling in excavated trenches duly hand packed on level including carriage up to site of work155x2’-0\"x2\"-0\"x0\"-4\"= 204.6cft |
| 4 | Providing and Laying in position cement concrete of specified grade including cursing but excluding the cost of centering and shuttering all works upto plinth leveli.1:4:8 (1cement :4sand: 8stone)(agg 40 mm size)155x2’-0\"x2\"-0\"x0\"-3\" =155cft |
| 5 | ii. 1:2:4 (1cement :2sand :4stone agg 20mm size)155x1’-6\"x1\"-6\"x1\"-9\" =610.31cft |
| 6 | Centering , shuttering, strutting and propping etc and removal of form work in foundation footings155x6’-0\"x1\"-9\" =1627.5sft |
| 7 | Structural steel work in built up section including cutting hoisting ad fixing in position incl. priming coatAngle iron:50x50x6mm= 155x7\"-6\"=1162.5rft=354.42rmt=@ 4.5Kg/rmt= 1594.89kgs Angle iron:50x50x5mm=1x2x1232\"-0\"=2464rft=751.21rmt @3.8kg/rmt=2854.59kgFlat iron:50x5mm=1x2x1232\"-0\"=2464rftV.post 155x6\"-0\"=930rftQuantity=3394rft= 1034.75rmt @2.0kg/rmt =2069,5KgTotal Qty = 6518.98Kgs (Reveted & bolted) |
| 8 | Providing and fixing of chain-link fencing with nuts, bolts and welding complete having 2\"x2\" mesh 8No BA wire 4mm dia complete with priming coat and carriage upto site of work complete1x1232\"-0\"x6\"-0\"=7392sft |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade \"two or more coats on new work\" including priming coat[0.5+0.5]x1232\"-0\"x6\"-0\"=7392sft |
| 10 | Carriage of different material by mech. Transport(a)Sand and bajri for an average lead=40 kmsQty vide item 3I & II =( 0.90+0.45)x (4.38+17.27) |
| 11 | (b) Cement for an average lead =10kmVide item 3i = 1.70x4.38=7.44qtlsVide item 3II = 3.20x17.27 =55.26qtlsTotal Qty = 62.7 Qtls |
| 12 | Carriage of different material by manual means av. Lead = 400mtrsSand & Bajri |
| 13 | Cement: (qty vide item 3(ii) |
| 14 | Structural steel (Angle & flat) Iron (Qty vide item 5= 6518.98Kgs |
| 15 | Khiram, Khiram Conservation Reserve N= 33º 51\" 27.83” E= 75º 11\" 32.15\" N= 33º 51 27.82\"E= 75º 11\" 34.23\" |
| 16 | Earth work in excavation by manual means in trenches for foundation drains,pipes etc not exceeding 10sqmt on plain including getting out of excavated earth and disposal1mt from cutting edge. All kinds of soil127x2’-0\"x2\"-0\"x2\"-4\" =1183.64cft |
| 17 | Providing and Laying stone soling in excavated trenches duly hand packed on level including carriage up to site of work127x2’-0\"x2\"-0\"x0\"-4\"= 167.64cft |
| 18 | Providing and Laying in position cement concrete of specified grade including cursing but excluding the cost of centering and shuttering all works upto plinth leveli. 1:4:8 (1cement :4sand: 8stone)(agg 40 mm size) 127x2’-0\"x2\"-0\"x0\"-3\" =127cft |
| 19 | ii. 1:2:4 (1cement :2sand :4stone agg 20mm size)127x1’-6\"x1\"-6\"x1\"-9\" =500.06cft |
| 20 | Centering , shuttering, strutting and propping etc and removal of form work in foundation footings127x6’-0\"x1\"-9\" =1333.5sft |
| 21 | Structural steel work in built up section including cutting hoisting ad fixing in position incl. priming coatAngle iron:50x50x6mm= 127x7\"-6\"=952.5rft=290.39rmt=@ 4.5Kg/rmt= 1306.75kgsAngle iron:50x50x5mm=1x2x1008\"-0\"=2016rft=614.63rmt @3.8kg/rmt=2335.59kgFlat iron:50x5mm=1x2x1008\"-0\"=2016rftV.post 127x6\"-0\"=2762ftQuantity=2778rft= 846.95rmt @2.0kg/rmt =1693.9KgTotal Qty = 5336.24Kgs (Reveted & bolted) |
| 22 | Providing and fixing of chainlink fencing with nuts, bolts and welding complete having 2\"x2\" mesh 8No BA wire 4mm dia complete with priming coat and carriage upto site of work complete1x1008\"-0\"x6\"-0\"=6048sft |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade \"two or more coats on new work\" including priming coat[0.5+0.5]x1008\"-0\"x6\"-0\"=6048sft |
| 24 | Carriage of different material by mech. Transport(a) Sand and bajri for an average lead=40 kmsQty vide item 3I & II =( 0.90+0.45)x (3.59+14.15) |
| 25 | (b) Cement for an average lead =10kmVide item 3i = 1.70 x 3.59 = 6.10qtlsVide item 3II = 3.20 x 14.15 =45.28qtlsTotal Qty =51.38 Qtls |
| 26 | Rangmal to Rangmal top Daksum N= 33º 36\" 43.00” E= 75º 25\" 34.37\" N= 33º 36\" 43.00\"E= 75º 25\" 34.37\" |
| 27 | Earth work in excavation by manual means in trenches for foundation drains,pipes etc not exceeding 10sqmt on plain including getting out of excavated earth and disposal1mt from cutting edge. All kinds of soil83x2’-0\"x2\"-0\"x2\"-4\" =773.56cft |
| 28 | Providing and Laying stone soling in excavated trenches duly hand packed on level including carriage up to site of work83x2’-0\"x2\"-0\"x0\"-4\"= 109.56cft |
| 29 | Providing and Laying in position cement concrete of specified grade including cursing but excluding the cost of centering and shuttering all works upto plinth leveli. 1:4:8 (1cement :4sand: 8stone)(agg 40 mm size)83x2’-0\"x2\"-0\"x0\"-3\" =83cft |
| 30 | ii. 1:2:4 (1cement :2sand :4stone agg 20mm size)83x1’-6\"x1\"-6\"x1\"-9\" =326.81cft |
| 31 | Centering , shuttering, strutting and propping etc and removal of form work in foundation footings83x6’-0\"x1\"-9\" =871.5sft |
| 32 | Structural steel work in built up section including cutting hoisting ad fixing in position incl. priming coatAngle iron:50x50x6mm= 83x7\"-6\"=622.5rft=189.76rmt=@ 4.5Kg/rmt= 854.01kgs Angle iron:50x50x5mm=1x2x656\"-0\"=1312rft=400rmt @3.8kg/rmt=1520kgFlat iron:50x5mm=1x2x1656-0\"=1312rftV.post= 83x6\"-0\"=498rftQuantity=1810rft= 551.82rmt @2.0kg/rmt =1103.64KgTotal Qty = 3477.65Kgs (Reveted & bolted) |
| 33 | Providing and fixing of chainlink fencing with nuts, bolts and welding complete having 2\"x2\" mesh 8No BA wire 4mm dia complete with priming coat and carriage upto site of work complete1x656\"-0\"x6\"-0\"=3936sft |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade \"two or more coats on new work\" including priming coat[0.5+0.5]x656\"-0\"x6\"-0\"=3936sft |
| 35 | Carriage of different material by mech. Transport(a) Sand and bajri for an average lead=40 kmsQty vide item 3I & II =( 0.90+0.45)x (2.348+9.248) |
| 36 | (b) Cement for an average lead =10kmVide item 3i = 1.70x2.348= 3.99qtlsVide item 3II = 3.20x9.248 =29.59qtlsTotal Qty = 33.58 Qtls |
| 37 | Carriage of different material by manual means av. Lead =1000mtrsSand & Bajri |
| 38 | Cement: (qty vide item 3(ii) |
| 39 | Structural steel (Angle & flat) Iron (Qty vide item 5= 3477.65Kgs |
| 40 | Compartment No: 01RK Achabal N= 33º 40\" 58.65” E= 75º 13\" 36.82\" N= 33º 41\" 00.29” E= 75º 13\" 44.67\" |
| 41 | Earth work in excavation by manual means in trenches for foundation drains,pipes etc not exceeding 10sqmt on plain including getting out of excavated earth and disposal1mt from cutting edge. All kinds of soil84x2’-0\"x2\"-0\"x2\"-4\" =782.88cft |
| 42 | Providing and Laying stone soling in excavated trenches duly hand packed on level including carriage up to site of work84x2’-0\"x2\"-0\"x0\"-4\"= 110.88cft |
| 43 | Providing and Laying in position cement concrete of specified grade including cursing but excluding the cost of centering and shuttering all works upto plinth leveli. 1:4:8 (1cement :4sand: 8stone)(agg 40 mm size) 84x2’-0\"x2\"-0\"x0\"-3\" =84cft |
| 44 | ii. 1:2:4 (1cement :2sand :4stone agg 20mm size)84x1’-6\"x1\"-6\"x1\"-9\" =330.75cft |
| 45 | Centering , shuttering, strutting and propping etc and removal of form work in foundation footings84x6’-0\"x1\"-9\" =882.0sft |
| 46 | Structural steel work in built up section including cutting hoisting ad fixing in position incl. priming coatAngle iron:50x50x6mm= 84x7\"-6\"=630Rft=192.07rmt=@ 4.5Kg/rmt= 864.31kgsAngle iron:50x50x5mm=1x2x664\"-0\"=1328rft=404.87Rmt @3.8kg/Rmt=1538.50kgFlat iron:50x5mm=1x2x664\"-0\"=1328rftV.post= 84x6\"-0\"=504rftQuantity=1832rft= 558.53rmt @2.0kg/rmt =1117.06KgTotal Qty = 3519.87Kgs (Reveted & bolted) |
| 47 | Providing and fixing of chainlink fencing with nuts, bolts and welding complete having 2\"x2\" mesh 8No BA wire 4mm dia complete with priming coat and carriage upto site of work complete1x664\"-0\"x6\"-0\"=3984sft |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade \"two or more coats on new work\" including priming coat[0.5+0.5]x664\"-0\"x6\"-0\"=3984sft |
| 49 | Carriage of different material by mech. Transport(a) Sand and bajri for an average lead=40 kmsQty vide item 3I & II =( 0.90+0.45)x (2.377+9.36) |
| 50 | (b) Cement for an average lead =10kmVide item 3i = 1.70x2.377= 4.04qtlsVide item 3II = 3.20x9.36 =29.95qtlsTotal Qty = 3.399 Qtls |
| 51 | Carriage of different material by manual means av. Lead =500mtrsSand & Bajri |
| 52 | Cement: (qty vide item 3(ii) |
| 53 | Structural steel (Angle & flat) Iron (Qty vide item 5= 3519.87Kgs |
