Public Works Department-PWD has published Tender For Repair Work Of Bridge Number 193/1 In Km. 193 Of Delhi-Yamnotri Road.. Submission Date for this Tender is 07-03-2024. Bridge Work Tenders in saharanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Mar-2024 | date extantion | Date | 07-03-2024 |
| Sl. No. | Item Description |
| 1 | Earth 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.) |
| 2 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 3 | Providing 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) |
| 4 | Providing 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. |
| 5 | Providing 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) |
| 6 | 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 |
| 7 | Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 279-B) |
| 8 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | 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 centby 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. |
| 10 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 |
| 11 | Furnishing and Placing Reinforced/Prestressed Cement Concrete in Super Structure as per drawing and technical Specification. (RCC Grade M30 Using Batching Planttransit mixer & concrete pump) |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications |
| 13 | Painting 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) |
| 14 | Excavation 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) |
| 15 | Concrete 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) |
| 16 | M-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) |
| 17 | 12 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) |
| 18 | Cement 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) |
| 19 | Providing 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 |
| 20 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 21 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per technical specification. |
| 22 | Reflective 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) |
| 23 | Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 120-150 cm. 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-colour retro -refractive sheet. (20 x 3 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) |
| 24 | Providing 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) |
| 25 | Retro 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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