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Reconstruction Of 30 M Span Steel Girder Pedestrian Bridge Near Charbang Over Lwani Gadera At Silwani Tok In District Chamoli Construction Of Bridge, Chamoli-Uttarakhand

Public Works Department-PWD has published Reconstruction Of 30 M Span Steel Girder Pedestrian Bridge Near Charbang Over Lwani Gadera At Silwani Tok In District Chamoli Construction Of Bridge. Submission Date for this Tender is 15-10-2020. Road Work Tenders in Chamoli Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

25441557
Corrigendum : Reconstruction Of 30 M Span Steel Girder Pedestrian Bridge Near Charbang Over Lwani Gadera At Silwani Tok In District Chamoli Construction Of Bridge
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Indian
Uttarakhand
Chamoli
15-10-2020

Tender Details

Reconstruction Of 30 M Span Steel Girder Pedestrian Bridge Near Charbang Over Lwani Gadera At Silwani Tok In District Chamoli Construction Of Bridge

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Oct-2020 Corrigendum 1 Technical Bid 15-10-2020

Key Value

Document Fees
INR 5900 /-
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BOQ Items

Name of Work: Reconstruction of 30 m span Steel Girder Pedestrian Bridge near charbagh over Lawani gadera at Silwani Tok in District Chamoli.
Sl. No. Item Description Item Code / Make Quantity 1234ypj
1 1.01 Excavation for Structures\nEarth 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 as directed by engineer in-charge.by Mechanical Means / Manual Means BI01010001010000000000000515BI0100001116
2 1.02 Ordinary soil Depth upto 3 m BI01010001010000000000000515BI0100001117 72.7 Cum
3 1.03 Ordinary rock (not requiring blasting) BI01010001010000000000000515BI0100001118 43.6 Cum
4 1.04 Hard rock ( Blasting prohibited ) BI01010001010000000000000515BI0100001119 29.1 Cum
5 1.05 Plain cement concrete (PCC) Grade M15 in open foundation complete as per drawing and technical specifications, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth. \n BI01010001010000000000000515BI0100001120 6.1 Cum
6 1.06 Reinforced cement concrete (RCC) Grade M35 in open foundation complete as per drawing and technical specifications, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001121 22.1 Cum
7 1.07 Reinforced cement concrete (RCC) M 35 in sub-structure complete as per drawing and technical specifications Using concrete Mixer Height upto 5m, as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001122 54.7 Cum
8 1.08 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification PSC Grade M-40 , as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001123 1.9 Cum
9 1.09 Hand Packed stone filling in back of wallls including cost of all materials, royalty, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) BI01010001010000000000000515BI0100001124 84.9 Cum
10 1.1 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per direction of engineer in-charge. BI01010001010000000000000515BI0100001125 3.1 MT
11 1.11 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per direction of engineer in-charge. BI01010001010000000000000515BI0100001126 8.5 MT
12 1.12 Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 – 1969 (FE-350 Grade steel) required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticorrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismantling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P, etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. (As per MORD SOR sep 2017 Misc. Item 4-1) BI01010001010000000000000515BI0100001127 59.1 MT
13 1.13 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm\n(Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings) BI01010001010000000000000515BI0100001128 63 Rm.
14 1.14 Reinforced cement concrete (M-30) approach slab excluding reinforcement but including formwork complete as per drawing and Technical specification also including supply of all materials labours,T&P etc required for completion of work and as directed by engineer in-charge. (As per MORTH SOR) and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001129 9 Cum
15 1.15 Painting on Steel Surfaces\nProviding and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade and as directed by engineer in-charge. BI01010001010000000000000515BI0100001130 236 Sqm
16 1.16 Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipment’s, civil work and consumables, cost of arranging, fabricating, erecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-incharge. (As per MORD SOR sep 2017 Misc. Item 4-2) BI01010001010000000000000515BI0100001131 59.1 MT
17 1.17 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications and as directed by engineer in-charge. BI01010001010000000000000515BI0100001132 50.4 Rm.
18 1.18 Bore Hole for Soil Investigation - Carrying out confirmatory bores up to required depths complete in all respects as per MORTH Technical Specifications 2400 and as directed by Engineer-in- Charge. BI01010001010000000000000515BI0100001133
19 1.19 Depth between 0 m to 10 m BI01010001010000000000000515BI0100001134 20 Rm.
20 1.2 Depth between 10 m to 20 m BI01010001010000000000000515BI0100001135 20 Rm.
21 1.21 Supplying, fitting and fixing in position true to line and level POT- PTFE bearing tonne consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications also including supply of all materials labours,T&P etc required for completion of work and as directed by engineer in-charge. BI01010001010000000000000515BI0100001136
22 1.22 Free POT cum PTFE (Load capacity as per drawing) BI01010001010000000000000515BI0100001137 1 Nr.
23 1.23 Guided Pot cum PTFE (Load capacity as per drawing) BI01010001010000000000000515BI0100001138 2 Nr.
24 1.24 Pin Bearing (Load capacity as per drawing) BI01010001010000000000000515BI0100001139 1 Nr.
25 1.25 Direction and Place Identification signs upto 0.9 sqm size board.\n(Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) as per direction of Engineer in-charge. BI01010001010000000000000515BI0100001140 2 Nr.
26 1.26 Supply and fixing of 20mm dia P.F. make 10.90 grade HSFG High Strength Friction Grip bolt to IS 3757:1985 latest to grade 10.9S with high strength friction grip nut to IS 6623:2004 latest to grade 10S and high strength friction 2 No. washer including cost of all material, labour, fixing at site, all taxes, T&P etc required foe proper ompletion of the work.(20x100mm) as per direction of ingineer in-charge as per direction of Engineer in-charge. BI01010001010000000000000515BI0100001141 3850 Nr.
27 1.27 Approach Road Work BI01010001010000000000000515BI0100001142
28 1.28 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 as directed by engineer in-charge. By Mechanical Means. \nIn all area including thorny jungle BI01010001010000000000000515BI0100001143 0.18 Hectare
29 1.29 Excavation in soil in Hilly Area by mechanical means\nExcavation in soil in Hilly Area by mechanical means Without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m at safe place as per direction of ingineer in-charge and as per Technical Specification Clause 1603.1\n BI01010001010000000000000515BI0100001144 126.8 Cum
30 1.3 Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)\nExcavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m at safe place as per direction of ingineer in-charge and as per Clause 1603.2. BI01010001010000000000000515BI0100001145 317 Cum
31 1.31 Excavation in Hilly Areas in Hard Rock requiring blasting\nExcavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m at safe place as per direction of Engineer in-charge and as per Clause 1603.2. BI01010001010000000000000515BI0100001146 190.2 Cum
32 1.32 Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as directed by engineer in charge. BI01010001010000000000000515BI0100001147 9153 Cum
33 1.33 (DLC)\nDry Lean Cement Concrete Sub- base(Construction of dry lean cement concrete Sub- base over a prepared sub-grade with\ncoarse and fine aggregate conforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation afterblending to be as per table 600-1, cement content not to be less than 150 kg/ cum,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported tosite, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratoryroller, finishing and curing.) as directed by engineer in-charge and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001148 79.2 Cum
34 1.34 (PQC)Cement Concrete (PCC M-30) Pavement:-\nConstruction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days must be done by laying Hessain cloth, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications as directed by engineer in-charge. BI01010001010000000000000515BI0100001149 135 Cum
35 1.35 Type - A, "W" : Metal Beam Crash Barrier\nProviding 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 ( if Concrete Required for Vertical post Fixing will be paid extra) and as directed by engineer in-charge. BI01010001010000000000000515BI0100001150 180 Rm.
36 1.36 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. BI01010001010000000000000515BI0100001151 226.6 Cum
37 1.37 Providing plain cement concrete M-10 (Nominal mix 1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001152 50.7 Cum
38 1.38 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the ull width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 and as directed by engineer in charge. BI01010001010000000000000515BI0100001153 577.8 Rm.
39 1.39 R.R. stone masonry laid in 1:5 cement and sand mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 and must be continuous curing for at least 14 days must be done by laying Hessain cloth as directed by engineer in charge.\n BI01010001010000000000000515BI0100001154 591.3 Cum
40 1.4 Pointing with cement mortar (1:3) on brick/stone work as per drawing and technical specification Clauses 613.3 and 1204 and must be continuous curing for at least 14 days must be done by laying Hessain cloth as directed by engineer in charge. BI01010001010000000000000515BI0100001155 576 Sqm
41 1.41 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11and must be continuous curing for at least 14 days must be done by laying Hessain cloth. BI01010001010000000000000515BI0100001156 230 Rm.
42 1.42 Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) BI01010001010000000000000515BI0100001157 99 Cum
43 1.43 Providing and Fixing 'Logo' of UDRP-AF Project\nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as directed by engineer in charge. BI01010001010000000000000515BI0100001158 2 Nr.
44 1.44 Protection Work BI01010001010000000000000515BI0100001159
45 1.45 Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. and as directed by the engineer in charge. (The work includes filling boulders in the gabions) BI01010001010000000000000515BI0100001160 60 Nr.
46 1.46 Geotextile Filter\nLaying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stonepitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as directed by engineer in-charge. BI01010001010000000000000515BI0100001161 180 Sqm
47 1.47 Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) BI01010001010000000000000515BI0100001162 168 Cum
48 1.48 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction and must be continuous curing for at least 14 days must be done by laying Hessain cloth and as directed by engineer in-charge BI01010001010000000000000515BI0100001163 121.5 Cum
49 1.49 Environmental Monitoring Cost BI01010001010000000000000515BI0100001164
50 1.5 Pre-Construction BI01010001010000000000000515BI0100001165
51 1.51 Ambient Air Quality Monitoring BI01010001010000000000000515BI0100001166 2 Nr.
52 1.52 Surface & Ground Water Quality BI01010001010000000000000515BI0100001167 4 Nr.
53 1.53 During construction BI01010001010000000000000515BI0100001168
54 1.54 Ambient Air Quality Monitoring BI01010001010000000000000515BI0100001169 4 Nr.
55 1.55 Surface Water Quality BI01010001010000000000000515BI0100001170 4 Nr.
56 1.56 Noise Quality BI01010001010000000000000515BI0100001171 2 Nr.
57 1.57 Soil Quality BI01010001010000000000000515BI0100001172 2 Nr.
58 1.58 Environmental Management Plan Implementation Training site BI01010001010000000000000515BI0100001173 3 Nr.
59 1.59 Water sprinkling by water tanker to minimize the dust pollution during construction activities. It has been considered for at least 2 hours/day for 120 days BI01010001010000000000000515BI0100001174 280 Hours
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