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| 1 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (Chapter No.15 DSR Code-15.25 Page No.241) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge all kinds of Soil. (Chapter No.2 Code-2.6.1 Page-91) |
| 3 | Cartage of Earth/Malva upto 8km distance etc all complete. (Chapter No.1 DSR Code-1.1.2 Page-83) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 Coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.10 Page-103) |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (Chapter No.6 DSR Code-6.1.1 Page-127) |
| 6 | Cement plaster in Coarse sand :12mm cement plaster of mix : 1:4 (1 cement : 4 Coarse sand) (Chapter No.13 DSR Code-13.4.1) |
| 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ 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 andcompacting mechanically by using needle and surface vibrators, leveling 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 Engineerin-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.Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. (Chapter No.16 DSR Code-16.43.2) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level in 1:2:4 (1 cement : 2 Coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.3 Page-103) |
| 9 | Supply of Pre-cast RCC Slab size 900x500x150mm etc all complete. (As per Market Rate) |
| 10 | Fixing of R.C.C Slab etc all complete. (NS) |
| 11 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) |
| 12 | Sub Total |
| 13 | Add/Deduction Rs. For Estimate Figure Amount Match |
| 14 | Grand Total Please Enable Macros to View BoQ information |