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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per MORT&H Specification No. 301 (3.6). |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As per MORT&H Specification NO. 3.19 (305). |
| 3 | Construction of embankment with approved material obtained from borrow pits 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. (Carted Earth) |
| 4 | Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader 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 and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b). |
| 5 | 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. |
| 6 | Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. |
| 7 | Providing and laying dense graded bituminous macadam Batch Mix Type HMP using crushed aggregates of specified grading-II, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 8 | Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Mechanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For BC) |
| 9 | Providing and laying Bituminous Concrete with Batch Mix Typ HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 509 Complete in all respects. |
| 10 | Construction of RCC Box Culvert (6.00Mtr) U-Type Drain and 600mm dia Hume PipeEartwork in excavation in foundation trenches etc. not exceeding 2.0m depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation and subsequent filling in foundation masonry in 15cms layer with compaction including disposal of all surplus soil as directed within a lead of 30m as per MORT&H Specification no. 304. |
| 11 | PCC 1:3:6 in Foundation Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed plsced in foundation and compcted by vibration including curring. |
| 12 | Plain Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 As per PWD SOR Chap. No. 6 S.I. No. 12.08 |
| 13 | M-150 brick work in 1:4 Cement and coarse sand mortor in foundation & plinth includind supply of all materials labour and T&P required for proper completion of work. |
| 14 | Supply & laying of Granular Material (6.7 mm guage stone grit) in bedding Complete as dwawing and technical specification. |
| 15 | Reinforced Cement Concrete (M-30) in super-structure complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 As per PWD SOR Chap. No. 6 S.I. No. 18 |
| 16 | Reinforced Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100 |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR No. 5.22(a) & 5.22A.6. |
| 18 | 12mm thick Cement plaster in 1:4 in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive. As per S.I. No. 582(II) |
| 19 | Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.. |
| 20 | Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.. |
| 21 | Part-BMaintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment. |
| 22 | Part-BMaintainance of First Year (@ 0.00% of Total Work Amount of 1 to 20) |
| 23 | Part-BMaintainance of Second Year (@0.25% of Total Work Amount of 1 to 20) |
| 24 | Part-BMaintainance of Third Year (@0.50% of Total Work Amount of 1 to 20) |
| 25 | Part-BMaintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 20) |
| 26 | Part-BMaintainance of Fifth Year (@1% of Total Work Amount of 1 to 20) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done. Please Enable Macros to View BoQ information |