| 1 | 1 | Dismantling cement concrete or brick or granolithic but floor to be stone flagged or tiled floor including stacking of dismantled as directed by E/IC with in a distance of 60 meters (200 Feet). (SI No. 697) | BI01010001010000000000000515BI0100001112 | 3017.25 | Sqm |
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| 2 | 2 | E/W cutting in or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50 m distance as directed by the engineer-in-charge including royalty 9.00 cum. (SI No. 253(A)) Including Cartage of earth up to 8 km lead. | BI01010001010000000000000515BI0100001113 | 9.62 | Cum |
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| 3 | 3 | Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine Sand : 12 Graded Stone aggregate 40 mm nominal size) & curing complete, including cost of form work, in foundation & floors. (SI No. 273) | BI01010001010000000000000515BI0100001114 | 71.33 | Cum |
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| 4 | 4 | Supply and Fixing of 80mm thick Precast Cement concrete I-shaped mechanically compressed inter locking cement concrete pavers block with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. the compressive strength of concrete paver blocks shall not be less than 30 MPa & 4.50 kg/no. including cost of all material labour T&P etc. required for proper completion of work as directed by engineer-in-charge .(As per SOR New Item No. 19 of ch.20) | BI01010001010000000000000515BI0100001115 | 2214.29 | Sqm |
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| 5 | 5 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Chapter 20 Item No 1 | BI01010001010000000000000515BI0100001116 | 221.43 | Cum |
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| 6 | 6 | M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. (SI No. 305) | BI01010001010000000000000515BI0100001117 | 175.64 | Cum |
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| 7 | 7 | 12MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand (SI No. 582(II) | BI01010001010000000000000515BI0100001118 | 844.57 | Sqm |
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| 8 | 8 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors. SI No. 282 | BI01010001010000000000000515BI0100001119 | 13.7 | Cum |
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| 9 | 9 | Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars). Item No 504 Analysis By As per Current market rate. | BI01010001010000000000000515BI0100001120 | 4.09 | Qtl. |
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| 10 | 10 | R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:2:4 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150. (SI No. 284) | BI01010001010000000000000515BI0100001121 | 5.22 | Cum |
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| 11 | 11 | Cartage of earth by Donkey labour Upto 3.00 Chain. | BI01010001010000000000000515BI0100001122 | 2.89 | Cum |
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| 12 | 12 | Cartage of brick & Interlocking blocks by head load upto 3.00 chain distance of total Qty. | BI01010001010000000000000515BI0100001123 | 160407 | Nos |
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| 13 | 13 | Cartage of Cement by head load upto 3.00 chain distance of total Qty. | BI01010001010000000000000515BI0100001130 | 35.46 | Cum |
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| 14 | 14 | Cartage of C/Sand, Brick Ballest, Stone Grit, Fine Sand, G.S.B. & Earth Work upto 3.00 chain distance of total Qty. | BI01010001010000000000000515BI0100001125 | 3362.1 | Cum |
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| 15 | 15 | Disposal of Malwa upto 5.00 K.M. | BI01010001010000000000000515BI0100001126 | 301.73 | Cum |
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| 16 | 16 | Providing & fixing granite stone size 60.00 X 75.00 Cm including writing on stone. | BI01010001010000000000000515BI0100001124 | 1 | Nos. |
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| 17 | 17 | Sub Total (A) | BI01010001010000000000000515BI0100001157 | 1 | Rs |
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| 18 | 22 | Add 12% G.S.T. of Sub Total | BI01010001010000000000000515BI0100001162 | 1 | Rs |
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| 19 | 23 | Sub Total | BI01010001010000000000000515BI0100001163 | 1 | Rs |
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| 20 | 24 | Add/Deduction Rs. 89.19 For Estimate Figure Amount Match | BI01010001010000000000000515BI0100001164 | 1 | Rs |
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| 21 | 25 | Grand Total | BI01010001010000000000000515BI0100001165 | 1 | Rs |
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