| 1 | 1 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earh so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shurbs etc. all complete as per Specification and direction of E/I. | BI01010001010000000000000515BI0100001112 | 937.01 | m3 |
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| 2 | 2 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per Specification and direction of E/I. | BI01010001010000000000000515BI0100001113 | 529.509 | m3 |
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| 3 | 3 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts Including cost of all materials labour, Royality, and all taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001114 | 260.604 | m3 |
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| 4 | 4 | Labour for rolling and compaction the earth layers of 225mm thick at O.M.C by road roller to to achieve minimum 95% of maximum dry deslity including sprinkling the required quantity of water and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction machine and other tools and plants | BI01010001010000000000000515BI0100001115 | 521.208 | m3 |
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| 5 | 5 | Providing P.C.C M-200 in nominal mix (1:1.5::3) in foundation with approved quality of stone chips 20mm to 6mm graded and clean coarse sand of F.M 2.5 to 3. including screeing , shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 515.52 | m3 |
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| 6 | 6 | Supplying moorum at source with taxes, cess and royality | BI01010001010000000000000515BI0100001117 | 98.123 | m3 |
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| 7 | 7 | Labour for dressing moorum to road flank ……. Do…..do.. | BI01010001010000000000000515BI0100001118 | 6 | m.d |
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| 8 | 8 | Providing P.C.C M-100 in nominal mix (1:3:6) in foundation with approved quality of stone metal graded -III 50mm to 25mm and clean coarse sand of F.M 2.5 to 3. including screeing , shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001119 | 11.014 | m3 |
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| 9 | 9 | Providing random rubble stone masonary in c.m (1:4) in foundation in plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening raking out joints to 20mm depth curing taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 35.255 | m3 |
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| 10 | 10 | Providing random rubble stone masonary in c.m (1:4) in Superstructure with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening raking out joints to 20mm depth curing taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001121 | 17.234 | m3 |
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| 11 | 11 | Providing P.C.C M-150 in nominal mix (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm graded and clean coarse sand of F.M 2.5 to 3. including screeing , shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001122 | 4.097 | m3 |
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| 12 | 12 | Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing ….do….do. | BI01010001010000000000000515BI0100001123 | 0.25 | M.T |
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| 13 | 12.01 | b) | BI01010001010000000000000515BI0100001124 | 0.17 | M.T |
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| 14 | 13 | Providibg 12 mm thich plaster (1:4) with clean coarse sand of F.M 1.5 including screening curing with all leads abd lifts of water scaffolding taxes and royality all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001125 | 40.443 | m2 |
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| 15 | 14 | Carriage of Materials\n\n(a) Cement | BI01010001010000000000000515BI0100001126 | 229.61 | M.T |
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| 16 | 14.01 | (b) Sand | BI01010001010000000000000515BI0100001127 | 250.14 | m3 |
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| 17 | 14.02 | © Local Sand | BI01010001010000000000000515BI0100001128 | 260.6 | m3 |
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| 18 | 14.03 | (d) Stone Boulder | BI01010001010000000000000515BI0100001129 | 582 | m3 |
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| 19 | 14.04 | (e) Stone Metal | BI01010001010000000000000515BI0100001130 | 10.35 | m3 |
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| 20 | 14.05 | (f) Moorum | BI01010001010000000000000515BI0100001131 | 98.13 | m3 |
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| 21 | 14.06 | (g) Stone chips | BI01010001010000000000000515BI0100001132 | 446.94 | m3 |
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| 22 | 15 | Add 12% G.S.T :- | BI01010001010000000000000515BI0100001133 | 5.20587e+06 | Rs. |
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| 23 | 16 | Add 1% Labour cess :- | BI01010001010000000000000515BI0100001134 | 5.83057e+06 | Rs. |
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