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| 1 | Excavating , supplying and filling of local earth ( including royalty ) by mechanical transport upto alead of 8 Km also including rammimg and watering of the earth in layers not exceeding 20 cm in trenches , plinth ,sides of foundation etc. complete . SI NO. 2.25 (a)+2.25 (c) |
| 2 | 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 excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and rammimg of bottoms , lift upto 1.5 m ,SI No. 2.8.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 cement: 6 coarse sand: 12 graded Brick Aggregate 40mm size ) PWD SCH . 273 |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in: cement & Coarse sand mortor in proportion of 1:4 DSR 6.1.1 |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) mortor DSR 13.1.1 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering, , All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size DSR/PWD (Spec.) 4.1.3 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size DSR/PWD (Spec.) 5.1.3 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR/PWD (Spec.) 5.22.6 |
| 9 | Construction of granular sub base by providing well graded material spreading in uniform layers with mortar grader on prepared surface,mixing by plant mixed method with rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause 402 |
| 10 | Providing and Laying of Interlocking Rubber Moulded Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.over base of local sand including levelling & dressing of surface to required level & slope filling joints with local sand T & P complete ( Exclusive G.S.B.) MORD 1500 (6.7) |
| 11 | S/F of inaguration granite stone …. At side including complete in all request Please Enable Macros to View BoQ information |
