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bz a u" a T[ a 5.2 i Earth work in filling with carriage of av.lead 5km 1 116 8.5 0.75 739.50 or 20.93 cum 142.15 15% 3421.13 4.1 A Loading of earth 20.93 cum 15.22 20% 382.23 6.2 g-i, Laying in layers 20.93 cum 4.33 80% 163.11 6.2 g-ii, watering the earth 20.93 cum 4.15 80% 156.33 8.6 B Dismentling of Ramps in cc 1:5:10 and 1:4:8 4 3 3 0.5 18.00 cft 0.51 cum 241.54 75% 215.32 4.1 A loading & unloading of malba (as per above item) total 0.51 cum 15.22 20% 9.30 5.2 1) Carriage of malba beyond 2 km from site(as per above item) 0.51 cum 93.00 15% 54.48 AR R/O main hole Cover 2 2 Nos 691.00 1382.00 AR Const.of road gully Chember Size 610 MM x 457 mm x 800 mm (After deduction of different rate of bricks and extra carriage of material 4 4 Nos 4422.30 17689.20 29.1 A(a) Earth work in excavation 4 12 1.5 2 144 cft 4.08 cum 100.75 0% 410.58 29.69 ii c P/L of rcc pipe s/s class -NP2 200 mm I/D 4 12 48.00 rft 14.63 m 450.90 0% 6596.85 29.94 Making of Sewer connection 4 4 No,s 144.90 0% 579.60 AR P/L CC 1:8:16 Stone ballast 1 116 8.5 0.33 325.38 cft Ded. R/G Area 4 3.5 3 0.33 -13.86 cft 311.52 cft 8.82 cum 1402.71 28% 15828.88 oew ezw dk Bkw- tkov Bz 4 ftu pkbwheh wjZbk dh jz;oki tkbh rbh sZe fJzNobke NkfJbk dk coP bkT[Dk. wZd dk Bkw Bzpo g?wkfJP wksok :{fBN o/N gqhwhnw 14.155 Providing and Laying 60mm thick inter lock paver block of M-35 grade Rubber Moulded ISI marked 1 116 6 696.00 sft Ded. R/G Area 4 3.5 3 -42 sft 654.00 sft 60.76 sqm 635.63 0% 38618.72 AR Pcc water Channel 2 116 232 rft 70.71 rmt 266.9 18873.46 10.12 ii P/l cc flooring 1:2:4 for locking 2 116 0.25 0.33 19.14 cft 0.54 cum 2723.85 28% 1888.52 Extra carriage of material F/Sand in interlock tiles 60mm in sqm 60.76 0.003 0.18 cum cc 1:8:16 in cum 8.82 0.5 4.41 cum In cc 1:2:4 in cum 0.54 0.45 0.24 cum 4.83 cum 370.51 1791.05 C/Sand in interlock tiles 60mm in sqm 60.76 0.04 2.43 cum 714.33 1736.01 s/b 1:8:16 in cum 8.82 1 8.82 cum 580.24 5115.41 Bajjri cc 1:2:4 0.54 0.9 0.49 cum 570.01 277.88 less for diff. rate of cement bags cc 1:8:16 in cum 8.82 1.8 15.87 cum In cc 1:2:4 in cum 0.54 6.5 3.52 bag 19.39 bag -27.78 -538.64 Total 114651.41 add 1% contgency 1146.51 Total 115797.92 Say RS. 1.16 lac Sd/- Sd/- Junior Engneer A.M.E Municipal Council Gidderbaha

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