| Sl. No. | Item Description |
| 1 | Earth providing work in excavation by manual means in trenches for foundations drains, pipes cables, etc. (Not exceeding 1.5 mte width) and for shafts, wells, cesspits and the like not exceeding 10sq in plane. Depth height upto 15 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposal earth is to be leveled and neatly dressed 80 % dense harder soil and 20% is ordinary. 202 numbers sides = 1.00 with dimensions 2.5 x 1.50 x 3.25 = 2461.88 cft. |
| 2 | Providing and lying in position cement concrete of specified grade exclusing the cost of centering and shuttering. All work upto plinth level 1:5:10 ( 1 cement and 5 coarse sand 10 graded stone aggregate 40 mm nominal size) crused. 202 numbers of sides = 1.00 with dimensions 2.5 x1.50 x 0.25 = 189.37 cft |
| 3 | Providing and lying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level 1:3:6 ( 1 cement and 3 coarse sand 6 graded stone aggregate 20 mm nominal size).(i) 202 numbers of sides = 1.00 with dimensions 2.5 x1.50 x 2.00 = 1515 cft and (ii) 202 numbers of sides = 1.00 with dimensions 1.5 x 0.50 x 2.00 = 303 cft |
| 4 | Filling available excavated earth ( Excluding rock) in trenches plinth sides foundation etc in layers not exceeding 20 cmdepth consolidating each deposited layer by remaining and watering load upto 50 mtr and fill upto 1.5 cm.(i) 202 numbers of sides = 1.00 with dimensions 2.5 x 1.50 x 1.00 = 757.50 cft and (ii) 202 numbers of sides = 1.00 with dimensions 1.5 x 0.50 x 1.00 = 151.50 cft |
| 5 | Reinforced cement concrete work in walls ( any thickness) including attached pllasters buttresses, plinth and string courses fillets, columns, pillars, fillets, piers, abutments, posts and struts etc upto floor five level excluding cost of cetering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement 1.5 coarse sand 3 graded crushed stone aggregate 20 mm nominal size.). 202 numbers of sides = 1.00 with dimensions 1.5 x 0.50 x 6.00 = 909.00 cft |
| 6 | Reinforcement for RCC work including straightening,cutting bening, placing in position and binding all complete cold twisted cold twisted bars. 202 numbers (i) 4 numbers of Iron bars having length 6 feet = 4848 feet = 1478 mtr which includes Weight Kg/mtr = 0.62 = total weight = 916.36 Kg (ii) 8 numbers of Iron bars having length 1.5 feet = 2424 feet = 739 mtr which includes Weight Kg/mtr = 0.39 = total weight = 288.21 Kg |
| 7 | Painting of pillars (with superior and exterior paint) including costs of labour charges incliuding painting of forest department logo and the front phase of the pillar with stencil for mainline BPs Red shade. Adventure 2189 (Nerolac) and for chak BPsYellow shade. Bumble bee 2014 (Nerolac) Exterior Emulsion paint is recommended. |
| 8 | Centering and shuttering including shuttering propping etc and removal of form work for columns piers abutments pillers posts and struts for (i) 202 number having 2 sides of length 1.50 feet x depth height 6.00 feet = 3636 sft.(ii) 202 number having 2 sides of length 0.50 feet x depth height 6.00 feet = 1212 sft. |
| 9 | Carriage of material from source to site of work by M.T and H.L av for sand av. M.T 30 Km and H.L 6 Km |
| 10 | Carriage of material from source to site of work by M.T and H.L av for Bajri av. M.T 30 Km and H.L 6 Km |
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