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| 1 | Construction of HelipadClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Excavation for roadwork in soil with hydraulic excavator 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 Morth 301. |
| 3 | Construction of embankment and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement. (Cartage for 2.00 Km. Distance) |
| 4 | 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.Including 1% Labour Cess. |
| 5 | Construction of Cement Concrete Pavement with plain cement concrete pavement over existing surface with approve grade cement @ 400 kg per cum and as per IRC SP-76, coarse and fine aggregate conforming to IS 383, maximum size of fine 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 joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines etc.. and grades as per drawing MORTH 6.06. Including 1% Labour Cess. |
| 6 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1 |
| 7 | Construction of Approach RoadEarth work in cutting or in embankment in ordinary soil, excavation to be the from of regular pits not exceeding 1/2 meter in depth and earthwork in embankment to be in 20 Cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50 meter lift and 30 meter lead. The earth from cutting to be used in making embankment or to be desposited as spoil blanks withen 30m. (100Ft) distance as directed by the Engineer-in-Charge. |
| 8 | Construction of granular sub-base by providing well material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification clause 401.Including 1% Labour Cess. |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 2 as per technical specification clause 405,Including 1% Labour Cess. |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density Grading - 3 as per technical specification clause 405.Including 1% Labour Cess. |
| 11 | Brick edging on both side of the road 7.50 cm wide with M-150 class bricks laid on edge with mud mortar including cost of bricks,dressing and ramming the excavated earth in proper slope, all labour, T&P etc for proper completion of the work as per direction of Engineer-in-Charge. |
| 12 | Providing and applying Primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502. Including 1% Labour Cess & cost of bitumen. |
| 13 | Providing and applying Tack coat with VG-10 Grade using bitumen pressure dristibutor at the rate of 0.35 Kg per Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503. Including 1% Labour Cess & cost of bitumen. |
| 14 | Providing, laying and rolling open-graded premix carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm aggregate using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means , including mixing in a suitable mixol, laying and rolling with a three wheel 80-100 Kn Static roller capacity, finised to required level and grades to be followed by seal coat as per Technical Specification Clause 508.Including 1% Labour Cess & cost of bitumen. |
| 15 | Providing and laying of seal coat by manual means with VG- 10 Bulk bitumen sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type C as per Technical Specification Clause 510.Including 1% Labour Cess & cost of bitumen. |
| 16 | Earth Work in road patri with ordinary soil including levelling, dressing, ramming complete work,t&p etc |
| 17 | Construction of 350MM Dia Hume PipeEarth work in excavation In foundation. As per PWD Specification and direction of Engineer-in-Charge. |
| 18 | Supply of hume pipe with coller (350 mm dia). As per PWD Specification and direction of Engineer-in-Charge. |
| 19 | Laying and fixing of N.P.-3 hume pipe with coller in 1:2 cement and fine sand mortar. Required for proper complete of work ((Hume pipe (350 mm dia)). As per PWD Specification and direction of Engineer-in-Charge. |
| 20 | Construction of 600MM Dia Hume PipeEarth work in excavation In foundation parapet wall. As per PWD Specification and direction of Engineer-in-Charge. |
| 21 | Providing & laying plain cement concrete in foundation with cement, sand and 40 mm guage brick ballast (1:4:8) S.I.No 275 As per PWD Specification and direction of Engineer-in-Charge. |
| 22 | Brick work in 1:4 cement and coarse sand mortar in foundation upto plinth. As per PWD Specification and direction of Engineer-in-Charge. |
| 23 | Struck pointing 1:2 in cement and fine sand mortar. As per PWD Specification and direction of Engineer-in-Charge. |
| 24 | Plaster 1:4 in cement and fine sand mortar. As per PWD Specification and direction of Engineer-in-Charge. |
| 25 | Supply of hume pipe with coller (600 mm dia) As per PWD Specification and direction of Engineer-in-Charge. |
| 26 | Laying of hume pipe and fixing with coller in 1:2 cement and fine sand mortar complete job. As per PWD Specification and direction of Engineer-in-Charge. |
| 27 | Construction of RailingPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 28 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. as per Morth&H 14.06 or 14.07 |
| 29 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 1st Year maintenance cost @ 0.00% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 30 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 2nd Year maintenance cost @ 0.75% / 0.25% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 For Bituminous [email protected]% |
| 31 | For [email protected]% |
| 32 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 3rd Year maintenance cost @ 1.50% / 0.50% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 For Bituminous [email protected]% |
| 33 | For [email protected]% |
| 34 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 4th Year maintenance cost @ 2.25% / 0.75% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 For Bituminous [email protected]% |
| 35 | For [email protected]% |
| 36 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 5th Year maintenance cost @ 3.00% / 1.00% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 For Bituminous [email protected]% |
| 37 | For [email protected]% Please Enable Macros to View BoQ information |
