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| 1 | Earthwork in filling ile 12 km distance from work site+all comp.of work |
| 2 | Concrete with 4 cm gauge brick ballast fine sand and cement in proportion are 1:6:12 in foundation and under floors, including supply of all materials, labour. T&P etc. required for proper completion the work [SIN No-273] |
| 3 | M-150 Brick work in 1:4 one cement and four course sand, mortar in foundation in plinth including suopply of all material labour, T &P etc. required for proper completion of the work. SIN No- 305(A) |
| 4 | Cement Concrete with 2 cm gauge approved graded stoneee grit, coarse sand and cement in the proportion of 4:2:1, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. [S.I No. 279(a)] |
| 5 | 12 mm thick plaster with cement and approved coarse sand mortar in 1:4 over brick work minium thickness not to be less than 1 Cm including supply of all material labour Tool & Plants etc. required for proper completion of the work. SIN No-584(A) |
| 6 | R.C.C. 1:1.5:3 in cement corse sand and stone grit. As SIN 284(A) |
| 7 | Mild steel or iron such as in plane reinforcement concrete. As S.I. No. 504 |
| 8 | S/Laying of 22-4 -53 mm size stone ballest with all comp of work |
| 9 | Consalidation of stone ballast excluding of roller charges and excluding all. |
| 10 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, 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 form work (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 as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-30) |
| 11 | Trimix for C.C. road etc.including hire & fuel charges of Concrete floater + all comp.of work |
| 12 | Providing & Applying concrete hardner on C.C. road top surface etc. all comp.of work |
| 13 | Providing and filling in position rubberized bitumen hot sealing compond for sealing of expansion joints in road/pavement including groove cutting as per norms etc.all complete as per direction of Engineer-in-charge. |
| 14 | Supply and Fixing Sign Board at site.+all comp.of work. Please Enable Macros to View BoQ information |
