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| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead DSR-2023 S.l. 15.23 |
| 2 | 2.28 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. A2.28.1 All kinds of soilDSR-2023 S.l. 2.28 |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 5 | 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) |
| 6 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mbing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 7 | Supply & fixing of Sepreation membren of permaiable Plastic Sheet 125 micron thick i/c supply of all meteriels & labours as per direction of E/I DSR: 2023 Code No.323 |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with M Reflectorising Glass Beads on Bituminous Surface. (Repeated/80 Tranvers bar) Providing and laying of hot applied thermoplastic compound 2.5 sqr thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 9 | supply and fixing of 80mm thick shaped rubber moulded cement gray/ordinary red interlocking cement concret paver blocks confirming 15:15650/2006 of control vibration napproved shape ine hamenso 200 (160+120) with minimum 5mm thick topping of OR cement mixed with 25% marble powder the compresive strength of concret paver block shall not be less than 30 mpa (M-30) including levelling and dressing of surface up to require label and slopes filling joints with local and inculding cost of material labour T&P required for proper completion of work as directed by E I and as per approved specifications. |
| 10 | M.S. (Tor steel or plain) in plain work such as R.C.C. work including bending for proper shape and including supply of steel & its wastage, bend, hooks. and authorised overlapping shall be measured and including cost of binding wire DSR/2021/5.2.2 |
| 11 | Providing and laying design mix cement concrete of M-40 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 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. Cement concrete prepared with batch mixing machine & Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. DSR: 2023/ 16.43.2 |
| 12 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. DSR:2023/16.80 |
| 13 | Centering and shuttering including strutting propping etc. and removal of from for all. Foundation, footing, bases of column etc. for mass concrete. DSR: 2023/5.9.2 |
| 14 | Extra for providing and mixing hardening compound of approved quality as per manufacturer\"s specification in cement concrete. .@ 2.5kg/cum of item no.-6 above 2322x2.50 (DSR: 2023/16.44) |
| 15 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) DSR: 2023/16.45 |
