| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenched or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kind of soil. | BI01010001010000000000000515BI0100001113 | 12.973 | Cum |
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| 2 | 2 | Supplying and filling in plinth, under floor, fundation etc with sand (fine) from local quarry with all lifts including spreading in horizontal layrs, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | BI01010001010000000000000515BI0100001114 | 11.843 | Cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level: 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggrigate 40 mm nominal size). | BI01010001010000000000000515BI0100001115 | 3.59 | Cum |
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| 4 | 4 | First class brick work in foundation and plinth including cost of all materialas as required complete:In cement mortar 1:4 (1 cement : 4 fine sand). | BI01010001010000000000000515BI0100001116 | 8.819 | Cum |
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| 5 | 5 | Half brick masonry work with first class bricks in foundation and plinth includinging cost of all materials as required complete. In cement mortar 1:4 (1 cement : 4 fine sand). | BI01010001010000000000000515BI0100001117 | 16.956 | Sqm |
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| 6 | 6 | 12 mm cement plaster of mix cement mortar 1:4 (1 cement : 4 fine sand) with net cement punning. | BI01010001010000000000000515BI0100001118 | 40.225 | Sqm |
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| 7 | 7 | Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with earth, free from clay with a plasticity Index not exceeding 6 waterin anr rolling the same with three wheelded road roller 80--100 KN as per MoRD Technical specification clause 412. | BI01010001010000000000000515BI0100001119 | 147 | Sqm |
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| 8 | 8 | Providing and laying brick edging laid lenghwise on prepared subgrade according to lines grades and cross section shown on the drawing filling joints with earth free from clay with a plasticity Index not execcding 6 watering and rolling the same with three wheeled road roller 80--100 KN as per MoRD Technical Specification clause 412. | BI01010001010000000000000515BI0100001120 | 95 | mtr |
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| 9 | 9 | 60 mm thick factory made CC interlocking pave block of M-30 Grade. Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and pattern over and including 50 mm thick compactor beb of sand, filling the joints with fine sand etc all complete as per specification and approval / direction of the Engineer In Charge. | BI01010001010000000000000515BI0100001121 | 183.438 | Sqm |
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| 10 | 10 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, sperading, grading to required slope and compacting to meet requirement of Tables 300, 1 and 300.2 with a lead upto 1000 m as per MoRD Technical specification clause 301.5 | BI01010001010000000000000515BI0100001122 | 88.2 | Cum |
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| 11 | 11 | Reinforced cement concrete work in beams suspended floors, roofs having slope upto 15 landings balconies, shelves chajjas lintels bands plain window sills staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering finishing and reinforcement RCC work in suspended floors roofs having slope upto 15 landings balconies shelves and chajjas 1:2:4 (1 cement : 2 fine sans : 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001123 | 1.116 | Cum |
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| 12 | 12 | Centering shuttering including struttings propping etc and removal of form work for : Suspended floors, roofs, landings balconies and access platform with timber planks. | BI01010001010000000000000515BI0100001124 | 13.49 | Sqm |
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| 13 | 13 | Reinforcement for RCC work including straightening cutting, bending placing in position and binding all complete upto floor five level. Thermo Mechanically Treated bars / cold twisted deformed steel bars. | BI01010001010000000000000515BI0100001125 | 100.44 | Kg |
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