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| 1 | Excavation in foundations, trenches, etc., in all types of soil, including pick work, jumper work, chiselling of hard or soft rock where blasting is prohibited, and excavation in slushy, marshy (daldal), or saturated soil; including dewatering by pumping or bailing out water at all depths. The work also includes stacking the excavated soil within site limits, away from the edge of excavation; refilling the stacked soil in 15 cm (fifteen centimeters) thick layers into plinths or foundations, as required; consolidating each layer by ramming and watering; and disposing of all surplus excavated earth — complete in all respects, as per the direction and to the full satisfaction of the Engineer-in-Charge, within all leads and lifts. |
| 2 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth i/c carriage of material complete in all respect within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in: Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course complete in all respect including all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate 20mm nominal size) curring complete excluding cost of form work in foundation and plinth complete in all respect including all leads and Lifts as per the direction and to be entire satisfaction of Engineer-In-Charge. |
| 5 | Providing and laying cement concrete work 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : In foundation and Plinth complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts. |
| 6 | Providing and laying mild steel /tor steel reinforcement for RCC work i/c bending binding and placing in position complete including cost of binding wire up to all floor level complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts. |
| 7 | WIRE ROPES & ACCESSORIES SUSPENSION BRIDGES Supplying, hoisting and streching to specified profile wire rope for suspension bridges. (including guy ropes) complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts. |
| 8 | Providing and fixing in position steel accessories like clamps, suspenders, rope grips,U-Bolts ancherage bolts with pulleys etc.alongwith fixrures for suspension bridges complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge within all leads and lifts.. |
| 9 | Dismentalling of old laid Galvanized Mild Steel Tube fitting including testing of following dias from trenches tube fitting (earth work in trenches to be measured and paid to separately) complete in all respect as per the direction and to the entire of Engineer-in-Charge within all leads and lifts. |
| 10 | 125 mm dia (M. P/E) |
| 11 | 80 mm dia (M. P/E) |
| 12 | Relaying, jointing, and testing of galvanized mild steel tube fittings of the following diameters in trenches (earthwork in trenches to be measured and paid for separately), complete in all respects, within all leads and lifts, as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 13 | 125 mm dia (M. P/E) |
| 14 | 80 mm dia (M. P/E) Please Enable Macros to View BoQ information |
