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| 1 | Part-AExcavation 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 -301(3.11) |
| 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. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km. leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 4 | Construction of sub-grade 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 of table No. 300-2 |
| 5 | Construction of granular sub-base by providing close graded 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 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications 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 grader in sub-base/base course on well prepared under base and compacting with vibratory-roller to achieve the desired density. Laying using grader |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per MORTH IInd Revision 2019. Specification Clause 404. |
| 8 | Providing and applying primer Coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying of primer @ 0.60 kg/sqm using mechanical means. |
| 9 | Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.25 kg per sqm on the prepared Granular surface cleaned with mechanical broom. |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% 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. |
| 11 | Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared Granular surface cleaned with mechanical broom. |
| 12 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherwith 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. 507complete in all respects. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 . |
| 14 | Supply & Laying of I shaped (Zigzag) precast interlocking tiles of thikness 100 mm (Compressive strength not less then 30 mps and weight 6.50 kg) including 30 mm thick local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work (As per SOR Agra Circle, PWD Agra Ch. 20 Sl. No. New Item 17) |
| 15 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil (Depth upto 3Mt) |
| 16 | Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications.PCC Grade M-15 Using Batching Plant & manual laying. |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications. |
| 18 | Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications as per drawings and clause 710.1.4.of IRC:78 & 2200 of MORT&H specifications (2001) |
| 19 | Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications.PCC Grade M-20 Using Batching Plant & manual laying. |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and MORTH technical specifications Clauses 1500, 1700 and 2100R.C.C M 25 using batching plant, transit mixer & manual laying. |
| 21 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MORTH technical specifications clause 1301. |
| 22 | Drainage Spouts complete as per Morth drawing and Technical specification. |
| 23 | Laying of 1000mm dia HP Spigot and socket spun pipe NP-3 |
| 24 | Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. S.I. No.255 of S.O.R. |
| 25 | M-150 Brick on edge pavement on patries with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. S.I. No. 763 of S.O.R. |
| 26 | PCC 1:3:6 in foundation; Plain 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. |
| 27 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. |
| 28 | Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts. |
| 29 | Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts. |
| 30 | Pointing with cement mortar (1:3) on brick work in substructure.. Morth specification 1300 & 2200 |
| 31 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. |
| 32 | Providing and laying reinforced cement concrete in superstructure as per drawing and MORTH technical specifications Clauses 1500, 1700 and 2100 R.C.C M 20 using batching plant, transit mixer & manual laying. |
| 33 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc |
| 34 | 5th Km Stone |
| 35 | Ordinary Km Stone |
| 36 | Hectometer Stone |
| 37 | Part-BIst Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.33.3) |
| 38 | IInd Year Maintainance (@0.25% of Total Work Amount of S.No. 1 to S.No.33.3) |
| 39 | IIIrd Year Maintainance (@0.50% of Total Work Amount of S.No. 1 to S.No.33.3) |
| 40 | IV Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.33.3) |
| 41 | Vth Year Maintainance (@1% of Total Work Amount of S.No. 1 to S.No.33.3) (Item No. 1 to 33.3) Please Enable Macros to View BoQ information |