Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date19 Dec 2024
Closing Soon6 Jan 2025
Tender Amount₹ 12,75,00,000
Costs
EMD
₹ 25,50,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Widening And Strengthening Of Mohammadpur-sidhour-kaisarganj Road (odr) In Km-4 To 10(500)
Description
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Contact
Tender Id
2024_CEUFZ_985002_1Tender No
8363/2yataAyo-AmbC/2024 Date10-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.(Local Earth)
22210
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Construction of embankment/shoulder with approved material obtained from borrow pits with all lifts and lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Including cost of all material,Labour,T&P etc. complete as per MORT&H specification and as per direction of Engineer-in-charge.(Carted Earth)
3200
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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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Relaying of existing materials)
2869
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Construction of granular sub-base by (GSB Gr-1) providing coarse graded of approved quarry 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, including cost of all material, Labour, T&P, etc complete as per MORTH clause 401.
1706
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1959
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Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH.
2482
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Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared above ETA surface cleaned with mechanical broom.Including cost of all material,Labour,T&P etc. complete as per MORTH specification including cost of material, Labour, T&P etc. .Complete as per MORT&H Specification.(For DBM)
30906
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Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 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. 507 complete in all respects.
2298.8
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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 including cost of all material,Labour,T&P etc. complete as per MORTH specification including cost of material, Labour, T&P etc. .Complete as per MORT&H Specification.(For BC)
45976
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 30 tonnes 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 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.
1379.3
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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(for drain, culvert etc)
1057
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Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.(for culverts)
64
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Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.(for culverts)
214
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Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm 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.(for culverts)
76
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Providing and laying Reinforced cement concrete in M-25 grade concrete including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specification Sl no. 12.8 D Case I.(for culverts)
17
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MORT&H.(for culverts)
13
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Pointing with cement mortar (1:2) on brick work in substructure as per MORT & H.(for culverts)
236
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification(for culverts)
17.5
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) (exisiting parapet)
4.1
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 - Brick Masonry in 1:4 cement mortar.(for culverts)
10.6
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Providing and laying 900mm reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.
7.5
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Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.(for drain)
112
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M 20(for drain)
216
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Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.(for drain)
136
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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% (Item No. 1 to 27)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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% (Item No. 1 to 27)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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% (Item No. 1 to 27)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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% (Item No. 1 to 27)
1
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The routine maintenance of above road work including earthen shoulder, and bitumenous pavement 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 @ 1.00% (Item No. 1 to 27)
1
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