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Tender For Repair Work Of Bridge Number 201/1 In Km. 201 Of Delhi-Yamnotri Road., saharanpur-Uttar Pradesh

Public Works Department-PWD has published Tender For Repair Work Of Bridge Number 201/1 In Km. 201 Of Delhi-Yamnotri Road.. Submission Date for this Tender is 11-03-2024. Bridge Work Tenders in saharanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42770405
Tender For Repair Work Of Bridge Number 201/1 In Km. 201 Of Delhi-Yamnotri Road.
Open Tender
Indian
Uttar Pradesh
saharanpur
11-03-2024

Tender Details

Repair Work Of Bridge Number 201 / 1 In Km. 201 Of Delhi-Yamnotri Road. Repair Work Of Bridge Number 201 / 1 In Km. 201 Of Delhi-Yamnotri Road.

Key Value

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

BOQ Items

Name of Work: fnYyh ;eukS=h ekxZ ds fdeh0 201 esa lsrq la0 201@1 dh ejEer dk dk;ZA
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. (Cartage Earth 6 km.)
2Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
3Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (40 kg.)
4Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per centextra for laps and joints laid with stone boulders weighing not less than 40 kg each.
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)
6Painting on divider 1 priming and two coats of enamel paintincluding supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761 C)
7Excavation 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)
8Concrete 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)
9M-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)
1012 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)
11Cement 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)
12Providing 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
13Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
14Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per technical specification.
15Reflective Raised Pavement Marker Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent.With 7 years warranty. Rate shall be inclusive of all taxes, royalty, etc. All T&P/ machine material and labour required for proper completion of work. (Ch. 27 New item -10)
16Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm. High above ground level, painted black and white in 15cm. Wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. with tri-color retro -refractive sheet. (15x3 cm) Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work.(OLD SOR Ch-27 new item 10)
17Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. (Ch-27 new item 7)
18Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. 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 with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm (Ch. 27 New item -3)
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