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| 1 | Dismantling of old Brick Work including stacking of the usable as per directed by engineer in charge |
| 2 | Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive desire density complete as per technical specification clause as per MORD 401 |
| 3 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cementcoarse aggregate not exceeding 25 mm, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. |
| 4 | Concrete work in 1:6:12 Cement, c/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. |
| 5 | R.C.C Work 1:1.5:3 in cement,c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing |
| 6 | Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 7 Km as per si no 253(a) , 261© |
| 7 | Laying of Old/ Used 80 mm thick precast cement concrete I- shaped interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension |
| 8 | M.s or tor steel in plain such as RCC work i/c its cutting, bending & binding complete As Per DSR 5.22 |
| 9 | Reflective Raised Pavement Markers (Cat Eye/Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body ofRPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite)or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS)or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro - reflecting surface shall not be less than 13.00 sq.cm. the marker height shall |
| 10 | Providing & Fixing of granite inogration stone for display board including of all work complete |
| 11 | Recovery of old brick as brick Bat |
| 12 | Add 18 % GST Amount Please Enable Macros to View BoQ information |
