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| 1 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :(DSR-18/19.26) |
| 2 | Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 (DSR-18/19.26.4) |
| 3 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityEHD - 35: Circular shape 560 mm internal dia (DSR-18/19.19.4.1) |
| 4 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportig to the embankment location within all lifts and lead upt 1000m (MORTH-20/3.06/301) |
| 5 | Cement concrete with 4cm gaugeApproved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work |
| 6 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) |
| 7 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) |
| 8 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) |
| 10 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) |
| 11 | M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) |
| 12 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (SOR-20/279)Same as above item no 279 but with 2cm gauge stone grit instead of 4cm gauge stone ballast. (SOR-20/279(a) |
| 13 | 2 cm thick Damp proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer in-charge in the proportion as by the manufacture including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & Shutterings as necessary. (SOR-20/7.01/360) |
| 14 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) |
| 15 | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) |
| 16 | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) |
| 17 | Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour. |
| 18 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2) |
| 19 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) |
| 20 | Labour cess and GST will be paid extra as per Govt. orders. Please Enable Macros to View BoQ information |
