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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3, MORD-302 (3.5) II |
| 2 | Providing and laying of cement concrete in 1:4:8 (1 cement 4 C.sand 8 40mm stone balast) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., |
| 3 | Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work & as per direction by E/I. |
| 4 | Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density (MORT&H) SPECIFICATION N0 406 |
| 5 | Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. as per technical specification clause 1504, S.I. No MORD 1500 |
| 6 | Separation membrane of impermeable plastic sheeting 125micron thick completion of the work & as per direction by E/I. |
| 7 | Providing and laying in position bitumien hot sealing compound on expeansion joints etc including making expention joint complete with respect as per direction of E/I |
| 8 | 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 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 paid separately). completion of the work & as per direction by E/I. |
| 9 | Providing and laying of cement concrete in 1:1.5:3 (1 cement 1.5 C.sand 3 20mm stone grit) including supply of all materials labour T&P etc.complete with form work as per direction by E/I., |
| 10 | Dismantaling of CC Ramp/Floor including disposal of dismantaled material within 5km distance as per direction by E/I |
| 11 | DrainClass 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work & as per direction by E/I. |
| 12 | 12mm thick plaster in 1:6 cement and coarse sand (F.M. 1.50 - 1.75 ) mortar, single coat on fair side of single or half brick wall for interior plastering including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished with a floating coat of neat cement even and smooth No extra for mixing any additive, PWD SOR 2020-21 |
| 13 | R.C.C. work with cement approved coarse sand and 20mm gauge stone grit in the proportion of 1:1.5:3 in slabs excluding supply of reinforcement and including necessary centering & shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. completion of the work & as per direction by E/I. |
| 14 | M.S. or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work. completion of the work & as per direction by E/I. |
| 15 | Centering and shuttering including strutting propping etc and removal of form for lintels, beams plinth beam, girders, bressumers and cantilevers completion of the work & as per direction by E/I. Please Enable Macros to View BoQ information |