| 1 | 1 | 5.1.1 Earth work in excavation in foundation trenches in ordinary soil Ivide classification of soil item A) and disposal of excavated earth a obtained to distance up to 50 mm including all lifts with levelling, ramming the foundation trenches removing roots of trees shrubs all complete as per approved design and per building specification and direction of E/I. | | 663.98 | M3 |
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| 2 | 2 | 4.2 (i) NH Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per\n clause 401)\n(i) for grading- I Material\n | | 45.88 | M3 |
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| 3 | 3 | 5.3.3 Providing P.C.C.M-100 with normal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture and placing in position, vibrating, striking, curing, but excluding the cost of reinforcement, taxes and royalty all complete job as per building specification and direction of E/I. | | 73.52 | M3 |
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| 4 | 4 | 5.3.2.1 Providing P.C.C. M200 With normal mix of (1:1½:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixture and placing in position, vibrating striking, cursing (but excluding the cost of reinforce taxes and royalty all complete job as per building specification and direction E/I. | | 58.85 | M3 |
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| 5 | 5 | 5.1.2 Extra for earth work in hard soil all complete as per specification and direction of E/I (vide classification of soil item B)\n\n | | 531.89 | M3 |
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| 6 | 6 | 5.10.2 Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 16 M lead and disposal of unserviceable materials with all lead, complete as per direction of E/I. | 3 | 1.96 | M3 |
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| 7 | 7 | 5.1.10 Providing coarse clean 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, lab our, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | | 25.12 | M3 |
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| 8 | 8 | 5.6.3 Providing designation 75B one brick flat soling joints filling with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. | | 491.95 | M2 |
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| 9 | 9 | 5.3.5.1 Providing P.C.C./RCC M200 With normal mix of (1:1½:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixture and placing in position, vibrating striking, cursing (but excluding the cost of reinforce taxes and royalty all complete job as per building specification and direction E/I. | | 50.38 | M3 |
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| 10 | 10 | 5.3.6.1 Providing RCC/PCC M200 in band at plinth level with normal mix of (1:1½:3) in foundation and plinth with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of FM 2.5 to 3 including screening, shuttering mixing cement concrete in cement mixture and placing in position, vibrating striking, cursing (but excluding the cost of reinforce taxes and royalty all complete job as per building specification and direction E/I. | | 108.63 | M3 |
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| 11 | 11 | 5.3.30.1 Providing precast RCC M200 with nominal mix of (1:1½:3) slab of desired size with approved quality of stone chips and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. | | 63.51 | M3 |
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| 12 | 12 | 5.7.2 Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty as per building and direction of E/I. | | 1157.99 | M2 |
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| 13 | 13 | 5.7.11 Providing 1.5 mm cement punning including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. | | 1157.99 | M2 |
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| 14 | 14 | 5.5.5 (a) Providing TMT steel reinforcement of 10 mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.\n(a) 10 mm (TMT coil Fe 500) (Only valid for SAIL & TATA Steel, JSPL, and Vizag Steel) | | 15.715 | MT |
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| 15 | 15 | Carriage of Materials\nSand Barakar Lead (35.0 km Qty) | | 204.95 | M3 |
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| 16 | 15.01 | Stone Metal Lead (lead 23.0 km) | | 89.66 | M3 |
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| 17 | 15.02 | Stone Chips Lead (lead 17.0 km) | | 280.15 | M3 |
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| 18 | 15.03 | Cement Lead (03.0 km Qty) | | 140.91 | MT |
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| 19 | 15.04 | Steel (Lead 3.0 K.M) | | 15.72 | MT |
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| 20 | 15.05 | Bricks lead (08.0 km Qty) | | 15.99 | MT |
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| 21 | 15.06 | Disposal of Earth lead 1 km | | 319 | MT |
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| 22 | 16 | Provision for Sign board & Photography | | 2 | NOS |
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| 23 | 17 | Add 12% GST | | 2.99329e+06 | INR |
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| 24 | 18 | Add 1% Labour Cess | | 3.35248e+06 | INR |
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