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| 1 | Construction of embankment 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. (MORT&H 3.16). |
| 2 | 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 (Sl.No.3.18) |
| 3 | 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. (MORT&H 3.17).Compaction rate only. |
| 4 | 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 Vibratory roller to achieved the desired density. complete as per clause 401. (Grading-1 Material) (MORT&H 4.01) (B) By Mix in Place Method |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density, complete as per clause 406. (MORT&H 4.14) |
| 6 | Providing and applying primer coat with SS1 grade 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 as per clause 406. (MORT&H 5.01) (502) |
| 7 | Providing and laying dense graded bituminous macadam (VG-30) with higher capacity batch type HMP-120 capacity 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 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. (MORTH 5.04 (B) (Grade-2) |
| 8 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per MoRT&H specifications clause 503 complete in all respects. (MORTH 5.03 (i) |
| 9 | Providing and laying bituminous concrete (VG-30) with higher capacity batch type hot mix plant 120 capacity 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 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. 507 complete in all respects (MORTH 5.05 (B) |
| 10 | 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 as per MORTH specification clause No. 601 complete in all respects. |
| 11 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with aaproved 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 as per MORTH specification clause No. 602 complete in all respects. |
| 12 | 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 technical specifications Clause 301 (MORT&H 3.06). |
| 13 | 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. Clause 2100. |
| 14 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 1300 |
| 15 | Providing (M 20 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100 |
| 16 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300 & 2100. |
| 17 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications 1300 & 2200 |
| 18 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 1600. |
| 19 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet (1000 mm dia) |
| 20 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet (600 mm dia) |
| 21 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet (widening of 350 mm dia gule) |
| 22 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. (As per LKO SOR) |
| 23 | Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. (As per LKO SOR) 90 cm equilateral tringle with diffinitation plate size (20cmx60cm) Cautionary Warning Signs |
| 24 | Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. (As per LKO SOR) 90 cm high octagon Stop Sign Board |
| 25 | Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. (As per LKO SOR) 50 x 60 cm single Chevron Board |
| 26 | Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. (As per LKO SOR) 30 x 90 cm (Left/Right) Object Hazard Board |
| 27 | Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. (As per LKO SOR) 60 cm circular with diffinitation plate size (20cmx60cm) Speed Limit Board |
| 28 | Providing & laying of hot applied Thermoplastic compound 2.5 mm. thick i/c Reflectorising glass beads @ 250 gms. Per sqm area thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC : 35 the finished surface to be level, uniform & free from streaks & holes as per Lucknow SOR. |
| 29 | Providing, shifting and fixing of Kilemeter stone and their painting and lettering etc. complete. as per direction of E/I. |
| 30 | Providing, shifting and fixing of Hectometer stone and their painting and lettering etc. complete. as per direction of E/I. |
| 31 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 & Enc letter no. 3689C-OPRMC/Mool-23-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @ 0.00 % of total work amount of item 1 to 30. |
| 32 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 & Enc letter no. 3689C-OPRMC/Mool-23-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 2nd year after completion of work @ 0.25 % of total work amount of item 1 to 30. |
| 33 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 & Enc letter no. 3689C-OPRMC/Mool-23-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 3 rd year after completion of work @ 0.50 % of total work amount of item 1 to 30. |
| 34 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 & Enc letter no. 3689C-OPRMC/Mool-23-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 4 rth year after completion of work @ 0.75 % of total work amount of item 1 to 30. |
| 35 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms,making up of berms / shoulders.maintenance of drain, maintenance of culvert,maintennance og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17 /2024/Sa-113/23-1-2024-23-1099/113/2023 Dt. 16.01.2024 & Enc letter no. 3689C-OPRMC/Mool-23-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 5 th year after completion of work @ 1.00 % of total work amount of item 1 to 30. Please Enable Macros to View BoQ information |
