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| 1 | Excavating . Supplying and filling of local earth (including royalty ) by mechanical transport up to a lead of 5km also includingramming and watering of the earth in layers not exceeding 20cm in trenches. Plinth . Sides of foundation etc. complete |
| 2 | Earth workinexcavation in tranches for foundation pipes cable etc ordinary soil ( loan clay or sand ) including lift upto 1.5 m. lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavation earth as directed by the Engineer incharge with a lead of 50 m. (As per S.l no.01,sch 251 of SOR) |
| 3 | Providing and laying in cement concrete 8:4:1 of not less than strength of M 150 stone ballast 8 (40mm nominal size) : 4 approved coarse sand: 1 cement) and curing complete, including cost of formwork in foundation & floor. |
| 4 | First class Brick Work in 1:4 cement and fine sand of 1.25 finesand modulous mortarin foundationand plinth includingsupply of allmaterials, labour , tools andplantsetc. required for proper completion of the work.(As per S.l no.1, 303 sch of SOR) |
| 5 | 12mm thick cement Plaster with cement mortar in proportion of 1:4cement and fine sand in single coat on fair side of single or half brick wall for interior plastering including arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in grit and finished even and smooth.(As per S.l no.2,sch 13.4 of PWD) |
| 6 | 25mm thik DPC cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone of size 12.5mm nominal size) laid in one layer finished with floating coat of neat cement (25mm thick floor) |
| 7 | Construction of granular sub base by providing well graded materials spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401. |
| 8 | CEMENT CONCRETE PAVEMENT(C.C ROAD) constructionof un-reinforced plain cement concrete pavement thickness as per design. over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (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 expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit) Chapter 20 sl 23 SOR |
| 9 | R.C.C. work with cement approved coarse sand and 2cm (3/4\")gauge approved stone ballast in the proportion 1:2:4 in lintel of doors and windows excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labour and tools and plants etc required for proper completion of works.(As per S.I no 9 PWD 283 ) |
| 10 | Mild steel or iron such as in all r.c.c. work including benefit for proper completion of work and including supply of all metarials and labour etc. complete in all.(As per S.l no.3,sch 504 of PWD) |
