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| 1 | DESCRIPTION OF WORK :- |
| 2 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. as per direction of Engineer in charge SI No. 254 |
| 3 | Cement Concrete in 1 : 4 : 8 (One Cement, Four coarse sand & eight graded stone aggregate 40mm nominal size) and curing complete, including cost of form work in foundation. S.I.No. 275(a) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in: cement mortar 1:4 (1 cement : 4 coarse sand) as per direction of Engineer in charge and As Per PWD SOR Ch. 20 Sr No. 1(6.1.1) |
| 5 | 12mm thick Cement Plaster in 1 : 4 (One Cement &Four Coarse sand) mortar i/c all material labour T&Petc. complete. as per direction of Engineer in chargeand As Per PWD SOR Ch. 13 Sr.No. 1(584) |
| 6 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. S.I.No. 279 |
| 7 | Providing, laying spreading & compacting of granular sub-base by providing well graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MORD clause 401.1 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.. as per direction of Engineer in charge |
| 8 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 9 | CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un-reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501. |
| 10 | Construction of Podium with brick work and plaster in 1:4 Cement mortar for enogration with black granite stone 2'×2.5' including engraving of proper language all complete. |
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