Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date19 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 24,60,00,000
Costs
EMD
₹ 36,90,000Document Cost
₹ 7,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Chaubeypur Bela Road (sh-68) With 7 Mtr. To 10 Mtr. From Km. 19 To 29 In District Kanpur Dehat Under Rajya Yojna Scheme
Description
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Contact
Tender Id
2024_CEKNP_984875_1Tender No
6832C/131C-KV/2024 Dt. 29.11.2024Tender 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.
22128
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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
8160
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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)
8791
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Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement and 3.5% Emulsion SS-2 in uniform single layer on sub-base/subgrade and compacitng with the road roller to achieve the desired density,(ETA) as per MORTH specification no. 406 & 4.1.4.
2640
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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)
1350
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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)
188350
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Providing and laying dense graded bituminous macadam (VG-40) 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)
5567
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Providing and laying bituminous concrete (VG-40) 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)
3340
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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 (without lead and compansation for earth) (Sl.No.3.18)
35388
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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.
463
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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
1726
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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
424
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 1600.
586
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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
693
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300&2100.
679
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specificationst as per specfication 1300 & 2200.
38
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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)
1070
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Filling Brick Bats as filler material between road crust and abutment.
12
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per specification clause 803.
86
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Sand Filling in foundaton trenches as per drawing and technical specification clause 305.3.9
39
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification 2503.
210
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 Specification 710.1.4.of IRC:78 and 2504.2
36
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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 as per specfication 1100. (600 mm dia Double Row)
20
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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 as per specfication 1100. (600 mm dia)
80
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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 as per specfication 1100. (900 mm dia Double Row)
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)
8
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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. Spead table Ahead (90 cms Eqatriangle)
10
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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)
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. Maximum Speed Limit Signs (60 cms Circular)
5
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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. Intersection Ahead (90 cms Eqatriangle)
16
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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.
2736
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Providing & laying of hot applied Thermoplastic compound 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.
180
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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.
11
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Part-B
Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 36 (Excluding G.S.T.)
Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 36)
1
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Part-B
Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 36 (Excluding G.S.T.)
Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 36)
1
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Part-B
Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 36 (Excluding G.S.T.)
Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 36)
1
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Part-B
Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 36 (Excluding G.S.T.)
Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 36)
1
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Part-B
Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 36 (Excluding G.S.T.)
Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 36)
1
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