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| 1 | Clearing 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 complete in all respects as per MoRTH specification 201 & as per direction of Engineer-in-charge. |
| 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 (without cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. |
| 3 | 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 (with cartage) complete in all respects as per MoRTH specification 301 & as per direction of Engineer-in-charge. |
| 4 | Construction of embankment with approved material obtained from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. |
| 5 | 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. (Compaction only) complete in all respects as per MoRTH specification 305 & as per direction of Engineer-in-charge. |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge. |
| 7 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 401 & as per direction of Engineer-in-charge. |
| 8 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres complete in all respects as per MoRTH specification 305.4.3 & as per direction of Engineer-in-charge. |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 grader in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete in all respects as per MoRTH specification 406 & as per direction of Engineer-in-charge. |
| 10 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge. |
| 11 | Providing and laying dense graded bituminous macadam with 100 TPH computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 507 complete in all respects & as per direction of Engineer-in-charge. |
| 12 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared granular surface cleaned with mechanical broom, complete in all respects as per MoRTH specification 503 & as per direction of Engineer-in-charge. |
| 13 | Providing and laying bituminous concrete with 100 TPH computerized hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 509 complete in all respects & as per direction of Engineer-in-charge. |
| 14 | Dismantling of Old Interlocking tiles road including stacking of dismantaled material with in 60 mtr distance as per direction of E/I. SOR SI No- 17.07 (697) PWD specification 17.5.1 |
| 15 | 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 complete in all respects as per MoRTH specification 602 & as per direction of Engineer-in-charge. |
| 16 | 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. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work. As per MORTH Specification No 304 & as per direction of Engineer-in-charge. |
| 17 | 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 Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2100 & as per direction of Engineer-in-charge. |
| 18 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge. |
| 19 | Pointing with cement mortar (1:3 ) on brick work in substructure Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge. |
| 20 | Plastering with cement mortar (1:3 ) on brick work in sub-structure Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1300 & 2200 & as per direction of Engineer-in-charge. |
| 21 | S/l of 350 mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2900 & as per direction of Engineer-in-charge. |
| 22 | S/l of 600 mm dia NP-3 H.P. culvert, complete in all respect Including supply of all materials, labour T&P etc required for proper completion of the work. Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2900 & as per direction of Engineer-in-charge. |
| 23 | S/l of 63-45 mm stone ballast in apron (hand packed) & top finished inclg cost of material labour T&P etc complete as per direction of Engineer-in-charge. |
| 24 | RCC Grade M30 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 2300 & as per direction of Engineer-in-charge. |
| 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1600 & 2200 & as per direction of Engineer-in-charge. |
| 26 | Dismantling of exisiting structures like culverts,bridges, rataining wall and other structure comprising of masonry,cement concrete,wood work,stell work Brick work including stacking of dismantled materials with in 60 m distance & as per direction of Engineer-in-charge. SOR SI. 17.2, item 692) |
| 27 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & Concrete pump Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1500 and 1700 & as per direction of Engineer-in-charge. |
| 28 | PCC Grade M20 using batching plant transit mixer & Concrete pump Complete in all respect including supply of all materials, labour T&P etc required for proper completion of the work as per MORTH Specification No 1500 and 1700 & as per direction of Engineer-in-charge. |
| 29 | Filter MediaProviding and laying of filter media with granular materials / Brick bats to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications No. 710.1.4 of IRC 78 and 2200 & as per Engineer in charge. |
| 30 | RCC Grade M-30 (Railing)Construction of precast RCC railing of M-30 grade, aggregates 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 No. 2703, 1500, 1600 & 1700 & as per direction of Engineer-in-charge. |
| 31 | PCC Grade M-30 (Wearing Coat)Provinding and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and techincal specifications No. 2702 & as per direction of Engineer-in-charge. |
| 32 | Weep HolesProviding weep holes in brick masonry wing wall with 110mm dia PVC pipe extended through the full width of structure with slope of 1V:2H as per technical specifications No. 2706 & 2200 & as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
