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| 1 | Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 2 | Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 3 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 4 | Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge. |
| 5 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 6 | Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth in all lends and lifts |
| 7 | Foundation, footing, bases of columns and the like & mass concrete.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge. |
| 8 | Wall any thickness but not less than 0.10 mtr. Thickness attached pilasters, buttresses, plinth and aring courses ex fre top of foundatio level upto floor two level, complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge. |
| 9 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 10 | Providing and fixing Tor Steel reinforcement for RCC work including in including bending , binding and placing in position complete upto floor two level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 11 | Providing and fixing of C.I. Gun Metal Bronze peet Valves of Bir Make of following dia heavy duty ISI Marked complete with bolts nuts, rubber insertion etc. complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 12 | 50 mm dia |
| 13 | Stone soling properly hand packed/filling under floor complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 14 | Laying, joining and commissioning of HDPE ( High Density Polyethylene Pipes ) of folowing dia meter and class confirming to IS 4894-1995 with fusion welding process including all necessary fittings, Tees & bends of all degree in all leads and lifts to the entire satisfaciton of Engineer in Charge (Earth work in trenches ot be measured and paid separately ) PN - 4 PE 80. complete fixing at site complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 15 | 20 mm dia. |
| 16 | Providing and fixing of PVC Socket of following dia heavy duty ISI marked complete fixing at site complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge . |
| 17 | 20 mm dia. Please Enable Macros to View BoQ information |
