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| 1 | Works Details |
| 2 | Demolishing Brick work Manually by Mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge as per HSR item No. 5.7.4 |
| 3 | Earth Work in Excavation by Mechanical means (hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per HSR item No. 4.14.1 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work below plinth level and up to floor IV level as per HSR No. 6.1.6 |
| 5 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) as per HSR 7.21.1 |
| 6 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level; Thermo-Mechanically Treated bars of grade Fe-500D kg or more. as per HSR 6.33.6 |
| 7 | Providing and laying cement concrete 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 window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing. 1:1.5:3 (1 cement: 1.5 Coarse Sand (zone-III): 3 Graded Stone aggregate 20 mm nominal size as per HSR item No. 6.2.1 |
| 8 | 12 mm cement plaster of mix 1:4 ( 1 cement:4 fine sand) as per HSR item No.11.5.3 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per HSR 6.30.6 Please Enable Macros to View BoQ information |
