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Tender For Bridge Over River Puraha At Erwakatra Kuderkot Km-1 To Sutiyana Kudarkot Via Rajpur Ballpur (Alopa Devi Mandir) In District Auraiya - Clearing Jungle Including Uprooting Or Rank Vegetation Grasses, Bush, Wood Trees And Sapling Of Girth Upto 30 , auraiya-Uttar Pradesh

Public Works Department has published Tender For Bridge Over River Puraha At Erwakatra Kuderkot Km-1 To Sutiyana Kudarkot Via Rajpur Ballpur (Alopa Devi Mandir) In District Auraiya - Clearing Jungle Including Uprooting Or Rank Vegetation Grasses, Bush, Wood Trees And Sapling Of Girth Upto 30 . Submission Date for this Tender is 10-06-2025. Wall Construction Tenders in auraiya Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

49446395
Tender For Bridge Over River Puraha At Erwakatra Kuderkot Km-1 To Sutiyana Kudarkot Via Rajpur Ballpur (Alopa Devi Mandir) In District Auraiya - Clearing Jungle Including Uprooting Or Rank Vegetation Grasses, Bush, Wood Trees And Sapling Of Girth Upto 30
Tender
Indian
Uttar Pradesh
Auraiya
10-06-2025

Tender Details

Tender For Bridge Over River Puraha At Erwakatra Kuderkot Km-1 To Sutiyana Kudarkot Via Rajpur Ballpur (Alopa Devi Mandir) In District Auraiya - Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared 2 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. 3 Providing/Laying granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 and as per direction of Engineer in charge of work. 4 Wet Mix Macadam laying Using Mechanical Paver (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.) 5 Emulsion Treated Base with 3.5% emulsion& 1% OPC Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam (with 3.5% Emulsion SS and OPC cement @ 1% by weight of Mix) specification including premixing the material with water and cement at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. 6 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 7 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing VG-10bitumento required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type Aas per Technical Specification Clause 508. 8 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 9 Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251 10 Providing and laying filter material 40 mm gauge stone ballast underneath pitching on slopes complete as per drawing and technical specification (as per MORTH specification 2504) 11 Providing and laying stone boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone 12 Construction of Toe Wall with stone boulders weighing not less than 40 kg . 13 Earth work in Excavation. For Chute Drain 14 P.C.C. 1:4:8 with brick ballast For Chute Drain 15 R.C.C. 1:2:4 with Stone Grit For Chute Drain 16 M.S. Iron work For Chute Drain 17 Earth work in Excavation for KC Drain 18 P.C.C. 1:4:8 with brick ballast for KC Drain 19 R.C.C. 1:2:4 with Stone Grit for KC Drain 20 M.S. Iron work for KC Drain 21 Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for Well. 22 Providing and constructing one span service road to reach island location from one pier location to another pier location 23 Pile Bridge 24 Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. 25 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification 26 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. 27 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. 28 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. 29 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. 30 Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. 31 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications 32 0 M - 3M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 33 3 M - 10 M Sinking 34 10 M -20 M Add 5 per centfor every additional meter depth of sinking over the rate of sinking for the previous meter 35 20 - 30 M Add 7.5 per centfor every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per centof cost for Kentledge including supports, loading arrangement and Labour. 36 negative sinking 37 Sand filling 38 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 39 RCC Grade M30 using batching plant transit mixer & Concrete pump 40 Grade M30 using batching plant transit mixer & Concrete pump 41 Grade M30 using batching plant transit mixer & Concrete pump 42 Grade M30 using batching plant transit mixer & Concrete pump 43 M30 using batching plant transit mixer & Concrete pump 44 seismic arrester 45 Back wall , wing wall & Parapet 46 reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 47 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. 48 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 49 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M-40 50 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 51 RCC crash barrier 52 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 53 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 54 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. 55 Drainage Spouts complete as per drawing and Technical specification 56 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 57 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 58 Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concreteand MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. 59 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 60 Hume Pipe (1000mm)

Key Value

Document Fees
INR 2714 /-
EMD
INR 1000000.0 /-
Tender Value
INR 5 Crore /-
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