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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date20 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 7,00,00,000
Costs
EMD
₹ 14,00,000Document Cost
₹ 7,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Nh-2/19 Patari Durwasa Rishi Ashram Nigohi Baraur Gurgaon Road (o.d.r.)
Description
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Contact
Tender Id
2025_CEKNP_1020066_1Bid Award Id
ViewTender No
1980C/131C-KV/2025 Dt. 07.03.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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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.
2644
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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
2068
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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)
3976
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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 to 1.00 kg/sqm using mechanical means, complete as per clause 406. (MORT&H 5.01) (502)
17210
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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)
1204
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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)
17210
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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)
516
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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, cement content not to be less than 150 kg/ cum, 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.
825
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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
1277
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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.
96
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 1300
141
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Providing (M 25 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100
337
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300&2100.
116
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 1600.
264
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Providing and laying of weephole in brick massonary in abutment and wing wall with 110mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification Clause 2706 and 2200 (MORTH 13.08)
42
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Filling Brick Bats as filler material between road crust and abutment.
15
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Providing (M 20 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100
1
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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)
5
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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)
20
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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 Lucknow SOR. Stop Sign (Octagon) (90 cm height)
3
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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 Lucknow SOR. Hazard Markings (30 x 90 cms)
6
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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 Lucknow SOR. Zebra Crossing Ahead (90 cms Eqatriangle)
4
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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 Lucknow SOR. Accident Prone Zone (80 x 60 cms)
2
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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 Lucknow SOR. Maximum Speed Limit Signs (60 cms Circular)
4
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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.
863
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Providing, shifting and fixing of Kilemeter stone, Hectometer stone and their painting and lettering etc. complete. as per direction of E/I.
4.1
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Maintenance of bituminous surface road including filling potholes and patch repair etc. restoration of rain cuts and dressing of side slopes / shoulders, drain, culvert, guard rail and parapet, road sign, speed breakers, standing tree adjacent to road wherever required, kilometer and hectometer stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stones and Re-fidding of displaced guard stones etc. as per direction of E/I for the period of five years from the actual completion of work. (Excluding GST) (as per performance index annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.10.2024
& Enc letter no 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (Maintenance cost for 1st year @ 0.00% cost of work of Total work of amount 1 to 29)
1
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Maintenance of bituminous surface road including filling potholes and patch repair etc. restoration of rain cuts and dressing of side slopes / shoulders, drain, culvert, guard rail and parapet, road sign, speed breakers, standing tree adjacent to road wherever required, kilometer and hectometer stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stones and Re-fidding of displaced guard stones etc. as per direction of E/I for the period of five years from the actual completion of work. (Excluding GST) (as per performance index annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.10.2024
& Enc letter no 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (Maintenance cost for 2nd year @ 0.25% cost of work of Total work of amount 1 to 29)
1
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Maintenance of bituminous surface road including filling potholes and patch repair etc. restoration of rain cuts and dressing of side slopes / shoulders, drain, culvert, guard rail and parapet, road sign, speed breakers, standing tree adjacent to road wherever required, kilometer and hectometer stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stones and Re-fidding of displaced guard stones etc. as per direction of E/I for the period of five years from the actual completion of work. (Excluding GST) (as per performance index annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.10.2024
& Enc letter no 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (Maintenance cost for 3rd year @ 0.50% cost of work of Total work of amount 1 to 29)
1
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Maintenance of bituminous surface road including filling potholes and patch repair etc. restoration of rain cuts and dressing of side slopes / shoulders, drain, culvert, guard rail and parapet, road sign, speed breakers, standing tree adjacent to road wherever required, kilometer and hectometer stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stones and Re-fidding of displaced guard stones etc. as per direction of E/I for the period of five years from the actual completion of work. (Excluding GST) (as per performance index annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.10.2024
& Enc letter no 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (Maintenance cost for 4th year @ 0.75% cost of work of Total work of amount 1 to 29)
1
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Maintenance of bituminous surface road including filling potholes and patch repair etc. restoration of rain cuts and dressing of side slopes / shoulders, drain, culvert, guard rail and parapet, road sign, speed breakers, standing tree adjacent to road wherever required, kilometer and hectometer stones, cutting of branches of trees, shrubs and trimming of grass and weeds etc.white whashing of parapet including CD Work, painting of guard stones and Re-fidding of displaced guard stones etc. as per direction of E/I for the period of five years from the actual completion of work. (Excluding GST) (as per performance index annexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23-1099/113/2023 dated 16.10.2024
& Enc letter no 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024) (Maintenance cost for 5th year @ 1.00% cost of work of Total work of amount 1 to 29)
1
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