| 1 | 1 | Earth work in excavation over area ( exceeding 30 cm in depth. 1.5 Mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.5 Mtr. Disposal earth to be leveled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001113 | 798.58 | P.Cum |
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| 2 | 2 | By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator / by mechanical means at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-III Material | BI01010001010000000000000515BI0100001114 | 656.74 | P.Cum |
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| 3 | 3 | Providing and laying of mixture of good soil with clayey soil in a proportion 3:1 (3 good soil : 1 clayey soil) in layers of thickness 15 cm in depth breaking of clods, removing of kankar and screening with IS sieve size and mixing good each with clayee soil in proportion as specified in thickness of 15 cm in center and grade. watering, rolling in layer with ½ tonne roller. | BI01010001010000000000000515BI0100001115 | 1803.6 | P.Sqm |
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| 4 | 4 | Supply and laying of cement bricks around the Athletic track 200 Mtrs (4 Lane track) including cost and conveyance and labour charges etc complete. \n | BI01010001010000000000000515BI0100001116 | 430 | P.Rmt |
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| 5 | 5 | Earth work in excavation over area ( exceeding 30 cm in depth. 1.5 Mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.5 Mtr. Disposal earth to be leveled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001117 | | |
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| 6 | 6 | Carriage of Earth, Sand, Lime, Moorum, manure or sludge, Building Rubbish, with a 1.0 Km lead | BI01010001010000000000000515BI0100001118 | 130 | P.Cum |
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| 7 | 7 | Random rubble dry stone kharanja under floor | BI01010001010000000000000515BI0100001119 | 38 | P.Cum |
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| 8 | 8 | Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate M20 grade Nominal Mix (with graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001120 | 0.2 | P.Cum |
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| 9 | 9 | Providing and fixing poles for vollyball court ar per specifications and directions of engineer in charge | BI01010001010000000000000515BI0100001121 | 1 | P.Cum |
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| 10 | 10 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001122 | 67.5 | P.Cum |
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| 11 | 11 | Random Rubble Stone masonry for foundation and plinth in cement sand mortar above 30 cm thick walls. Cement Mortar 1:6 ( 1-Cement : 6-Sand). | BI01010001010000000000000515BI0100001123 | 270 | P.Cum |
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| 12 | 12 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). Add extra for Wall upto 30cm. and less thickness. | BI01010001010000000000000515BI0100001124 | 452.16 | P.Cum |
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| 13 | 13 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc complete fine finished. 20 mm thick. | BI01010001010000000000000515BI0100001125 | 1605.12 | P.Sqm |
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| 14 | 14 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding New work (two or more coats) over and including scrapping and priming coat with cement primer | BI01010001010000000000000515BI0100001126 | 1605.12 | P.Sqm |
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| 15 | 15 | Providing and laying cement concrete including curing compaction etc. complete in retaining walls, return, walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses string or lacing courses, parapets coping bed blocks anchor blocks plain windows sills, fillets etc. up to floor three level excluding the cost of centering and shuttering.M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001127 | 15.67 | P.Cum |
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| 16 | 16 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or flats black pipe with holdfast and fittings complete as per deign and drawing including cutting welding and fabrication with priming coat of red oxide.square rectangular hollow tubular section are used. | BI01010001010000000000000515BI0100001128 | 275 | P.Kg |
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| 17 | 17 | Providing and fixing cow catcher made of R.S. joist angles channels MS round including cutting welding and fabrication with priming coat of red oxide ( as per design). | BI01010001010000000000000515BI0100001129 | 300 | P.Kg |
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| 18 | 18 | Earth work in rough excavation banking excavted earth in layers not exceeding 20 cm in depth breaking clods watering rolling each layer with ½ tonne roller, or stone or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankement for roads, flood banks marginal banks and guide banks or filling up groung depressions, lead upto 50 mtr. And lift up to 1.5 Mtr All kind of soil | BI01010001010000000000000515BI0100001130 | 526 | P.Cum |
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| 19 | 19 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available. Ordinary Rock | BI01010001010000000000000515BI0100001131 | 394.5 | P.Cum |
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| 20 | 20 | Hard rock (requiring blasting) useful material 30% | BI01010001010000000000000515BI0100001132 | 394.5 | P.Cum |
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| 21 | 21 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 mtr and lift up to 1.5 mtr All kinds of soil | BI01010001010000000000000515BI0100001133 | 22500 | P. 100 Sqm |
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| 22 | 22 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | BI01010001010000000000000515BI0100001134 | 2250 | P.Cum |
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