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| 1 | Dismantling of old interlocking tiles as per si no new item 17.18 |
| 2 | Excavation in foundation in ordinary soil including lift upto 1.50 M. and lead upto 30 M. and all complete as per S.I. No. 251. |
| 3 | Concrete with 4cm guage brick ballast, fine sand of 1.25 FM and cement proportion 12:6:1 in foundation and under floor, including supply of all material Sl No. 273 |
| 4 | Laying of RCC Hume Pipe NP-3 (S&S type) ISI Mark 900 mm dia Sl No. 36 |
| 5 | Laying of RCC Hume Pipe NP-3 (S&S type) ISI Mark 450 mm dia |
| 6 | Supply & fixing of DWC Pipe 100-150mm for the household connection to the chamber or manhole |
| 7 | M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a) |
| 8 | 12 mm thick plaster in 1:4 cement and coarsesand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a) |
| 9 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and |
| 10 | 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 |
| 11 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, withgrade cement or any other type as per Clause 1501.2.2 M (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, 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. |
| 12 | Laying of 80 mm thick precast cement concreteI- shaped interlockingpaver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm 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) and weight 5.0 Kg per no . confirming to IS:15658-2006 including all and i/c 4cm sand layer |
| 13 | Supply & Fixing of Precasted RCC Sewer Lid (Circular) with its frame |
| 14 | Disposal of residual Earth or malva or waste |
| 15 | 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 |
| 16 | M.s or tor steel in plain such as RCC work i/c its cutting, bending & binding complete As Per DSR 5.22 |
| 17 | Add 18% GST |
