Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2025
Closing Date18 Jan 2025
Tender Amount₹ 16,74,84,000
Costs
EMD
₹ 30,00,000Document Cost
₹ 7,950Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Ata Etaura Road (odr) In Km- 1 To 9 And 10(725) Jalaun District (length 9.725 Km.)
Description
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Contact
Tender Id
2025_CEJNS_991955_1Bid Award Id
ViewTender No
5538/44 C-Jhansi circle/24 date-11.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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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. (Only compaction)
20962.85
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Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade
7069.2
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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 with vibratory roller to achieve the desired density, complete as per clause 401
20142.44
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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 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.
4895.48
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Providing and applying primer coat with SS-1 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.
25675.72
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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.
46245.38
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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.
2312.27
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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
1387.37
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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 less than 150 kg per 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.
1171.35
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, Coarse sand 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
2109.8
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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 (Cartage up to 2.00 km)
3157.58
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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
25034.11
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Earth work in excavation in foundation of abutment, wing wall, retaining wall etc. in black cotton soil in Bundelkhand area requiring use of special T&P including lift upto 1.5 mtr and lead upto 30 mtr for completion of work including levelling, dressing
1754.7
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Sand filling in foundation trenches abutment wall etc. in layers incuding watering, compacting including all lead & lift and also all materials, labour, T&P etc. required for proper completion of work. S.I. No-255
202.68
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
239.6
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
289.04
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12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.
320.54
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Supply & Fixing ,jointingof 1000 mm dia NP-3 hume pipe cost of all material, loading, unloading, stacking, cartage etc. for completion of work.
25
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Supply & Fixing ,jointingof 350 mm dia NP-3 hume pipe cost of all material, loading, unloading, stacking, cartage etc. for completion of work.
175
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Reinforced Cement Concrete, OPC Grade M25 complete including cost grit and coarse sand from mohana quarry all labour, T&P etc reqd. for proper completion of the work
475.2
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Mild steel for iron in plain work such as reinforced concrte or reinforced brick work wrough to required shape as necessary including being for proper completion of work and including supply of all steel and wastage and wastage & overlapping & hooks. S.I.
326.14
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R.C.C work with cement approved coarse sand in 2 cm gauge, approved stone ballast in the proportion of 1:1.5:3 in Bed block and Slab excluding supply of reinforcement (S.I-289) M-20
49.2
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
19.2
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Providing A.C. pipe 100 mm dia for weephole including cost of all material labour, T&P etc. required for proper completion of work
14.4
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Supply and fixing of 5 th Kilometer Stone
1
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Supply and fixing of Kilometer Stone
10
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Supply and fixing of hectometer Stone
40
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost (0.0% Construction Cost)
9.73
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost (0.25% Construction Cost)
9.73
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost (0.50% Construction Cost)
9.73
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost (0.75% Construction Cost)
9.73
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The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost (1% Construction Cost)
9.73
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