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Repair Work Of Bridge Number 5 / 1 On Yamuna River In Km. 5 Of Maganpura To Khara Power House Road., saharanpur-Uttar Pradesh

Public Works Department-PWD has published Repair Work Of Bridge Number 5 / 1 On Yamuna River In Km. 5 Of Maganpura To Khara Power House Road.. Submission Date for this Tender is 07-03-2024. Canal Construction Tenders in saharanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42599939
Corrigendum : Repair Work Of Bridge Number 5 / 1 On Yamuna River In Km. 5 Of Maganpura To Khara Power House Road.
Open Tender
Indian
Uttar Pradesh
saharanpur
07-03-2024

Tender Details

Repair Work Of Bridge Number 5 / 1 On Yamuna River In Km. 5 Of Maganpura To Khara Power House Road.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Mar-2024 date extantion Date 07-03-2024

Key Value

Document Fees
INR 854 /-
EMD
INR 300000.0 /-
Tender Value
INR 30 Lakhs /-

BOQ Items

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Sl. No. Item Description
1Earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 M. liftand 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineerincharge.(Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) (cartage earth 6 km.)
2Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
3Providing and laying boulder pitching for bed protection with stone boulders of minimum size and weight (25kg) laid dry complete as per drawing and technical specification (MORD 1300)
4Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
5Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (Ch-27 New item 15)
6Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
7Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
8Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per technical specification.
9Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI Marked. (S.I. No. 644 & 645)
10Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coatover previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI Marked. (S.I. No. 647 & 648)
11Excavation in foundation in soil mixed with moorum single, kankar requiring the use of special T&P such as pick axes, sabbals etc.including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth or into the trenches or into the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M as per S.I. No. 252(a)
12Concrete with 4 cm gauge approved coarse sand cement in proportion 8 :4 :1 including supply of all materials labour and tools and plants etc. required for proper completion of the work. (as per Sl. No. 281)
13M-150 Brick Work in One Cement & four Coarse Sand in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work (S.I. No. 305)
1412 mm thick plaster (1:3) with one part cement and 3 parts approved coarse sand including supply of all materials, labour, T&P etc for proper completion of work. (SI No. 583)
15Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279(a)
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