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| 1 | 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. 2.8.1 All kinds of soil. DSR2023: 2.8.1 |
| 2 | Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoRT&H clause 401 &as directed by Engineer Incharge including all machinery charges &including all labour, T&P etc required for proper completion of the work.. AR |
| 3 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80 mm (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 Inter Lock 80 mm Grey SOR:2023: Ch.20.16 |
| 4 | inter Lock 80mm Coloured |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 2023 Item No. 4.1.8 |
| 6 | 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) DSR 2023 Item No. 6.1.1 |
| 7 | 12 mm cement plaster finished with mix : 1:4 (1 cement: 4 fine sand) DSR 202313.7.2 |
| 8 | Providing and laying design mix cement concrete of M-25 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 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 paidseparately). Note:- Cement content considered in M-25 is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately , Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixerDSR:2023: 16.43.2 |
| 9 | Extra for providing and mixing hardening compound of approved quality as per manufacturer\"s specification in cement concrete. A.R. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. DSR 2023 Item No. 5.22 |
| 11 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 4.1.3 |
| 12 | Cartage of dismentled material 3km distance including loading & unloading etc. all complete SOR:2023: Ch.3 Please Enable Macros to View BoQ information |
