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| 1 | 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. (Small work) |
| 2 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. |
| 3 | Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MoRT&H clause 401(b). |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MoRT&H Specification 406. |
| 5 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 6 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (NOT LESS THEN M-40) |
| 7 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated eafth 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 lncharge upto a distance of 30m from the foundation trenches. Mannual (Small work) S.I. No-251 |
| 8 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. |
| 9 | RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2 |
| 10 | Supply fitting and placing HYSD bar reinforcement in sub structure complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete. |
| 11 | Maintenance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work.(Total work amount-20852925.00) |
| 12 | Maintenance of First Year(@0.00% of Total Work Amount of item 1 to 10) |
| 13 | Maintenance of Second Year (@ 0.25% of Total Work Amount of item 1 to 10) |
| 14 | Maintenance of Third Year (@ 0.50% of Total Work Amount of item 1 to 10) |
| 15 | Maintenance of Fourth Year (@ 0.75% of Total Work Amount of item 1 to 10) |
| 16 | Maintenance of Fifth Year (@ 1% of Total Work Amount of item 1 to 10) |
| 17 | Note -1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment 3- Maintenance (SL No. 11) will be calculated on value of actual work done. |
