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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the engineer in charge with in a distance of 60 m (200 ft) |
| 2 | Dismantling of old interlocking tiles from footpath central verge including removal of rubbish etc. |
| 3 | Earth work filling dresing/ remimg compaction including 5 km distance etc all copmlete work at site |
| 4 | Earth work in surface excavation not exceeding 30 cm depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5 m as directed by engineer- in- charge 2.1.1 all kinds of soil 0 to 0.30 m |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) 10 graded stone aggregate 40 mm (norminal size) |
| 6 | Brick work with common burnt day (non modular) brick of class -150 in foundation and plinth in Cement morter 1:4 (1cement : 4 coarse sand) |
| 7 | 12 mm thik cement plaster of mix 1:4 ( 1 cement 4 coarse sand) |
| 8 | supply and laying graunal-sub-base by specification (nominal size aggregate 40mm 20mm 12.5mm6mm and 2.80mm dust) etc all comp. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement all work upto plinth level 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size |
| 11 | Structural steel work in single section fixed with of without connecting plate including cuting hoisting fixing in position and applying a priming coat of approved steel primer all complete |
| 12 | Providing of Polythene etc all comp |
| 13 | Trimix for c.c road etc all complete work. |
| 14 | Providing and Laying bitumenash board etc all com. |
| 15 | Providing of hardner etc all comp |
| 16 | supply and fixing name board by spacification etc all comp. |
| 17 | Diduct the cost old brick and bats matarial etc Brick |
| 18 | Bats Please Enable Macros to View BoQ information |
