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| 1 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete incement mortar 1:6 (1 cement : 6 coarse sand Above plinth level upto floor V level |
| 2 | 12 mm thick cement plaster with cement and corse sand mortar 1:4 over brick work thickness not less than 1 cm including supply of all materials labour Tools & Plants etc. reqd. fpr proper completion of the work |
| 3 | Steel work in heavy size such as gate etc. including cutting, hoisting, fixing in position and applying a priming coat of approved as per SOR 503 |
| 4 | 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. |
| 5 | Construction of granular sub-base by providing coarse 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 achieve the desired density, complete as per clause 401 |
| 6 | 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) |
| 7 | 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. |
| 8 | P.C.C work in 1:2:4 Cement, c/ sand, and20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a) |
| 9 | 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 |
| 10 | M.s or tor steel in plain such as RCC work i/c its cutting, bending & binding complete As Per DSR 5.22 |
| 11 | FORM WORK_Centering and shuttering including strutting, propping etc. and removal of Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Providing & fixing of Granite stone with all complete work including all |
| 13 | Add 18 % GST Amount |
