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Construction Of 36.00 Mtr. Steel Truss Bridge Over Ramganga River At Km. 1.00 Of Kheeda Chuleraseem Maludhar Mr, Ut01198 ( Wapcos ) , almora-Uttarakhand

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Construction Of 36.00 Mtr. Steel Truss Bridge Over Ramganga River At Km. 1.00 Of Kheeda Chuleraseem Maludhar Mr, Ut01198 ( Wapcos ) . Submission Date for this Tender is 11-01-2022. Bridge Work Tenders in almora Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

30594009
Construction Of 36.00 Mtr. Steel Truss Bridge Over Ramganga River At Km. 1.00 Of Kheeda Chuleraseem Maludhar Mr, Ut01198 ( Wapcos )
National Competitive Bid
Indian
Uttarakhand
almora
11-01-2022

Tender Details

Construction Of 36.00 Mtr. Steel Truss Bridge Over Ramganga River At Km. 1.00 Of Kheeda Chuleraseem Maludhar Mr, Ut01198 ( Wapcos )

Key Value

Document Fees
INR 3540 /-
EMD
INR 397000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction & Maintenance (5 years) of 36 M. Span Steel Truss Motor Bridge at Km. 1 ofKheeda Chuleraseem Maludhar Motor Road.
Sl. No. Item Description
1Earth work in hill road (hill side cutting/filling):-Excavation in hilly area for construction of road in all types of soils & rocksas met at site true to lines as per plan,L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting, including all type of soil/rock, as directed by Engineer-in-charge.
2BRIDGE PORTION:
3FOUNDATIONS:
4Earth work in excavation of foundation of structures as per the Drawings, specification enclused with the tender dacument Ministry of Shipping Road Transport & Highway (MORT&H) Specification for Road and Bridge Works.
5For Abutment
6Odinary Soill (Manual Means) Up to 3.0 M
7Odinary Soill (Manual Means) Up to 3.0 M to 6.0 M
8Providing concrete for Plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 PCC M 15
9Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification RCC grade M30 using concreteMixer
10Suppliying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
11ABUTMENTS AND FILLING BEHIND:
12Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification RCC grade M30 using concreteMixer
13Height upto 5 m
14Height upto 5 m to 10 m
15Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per Drawing and technical specification
16Providing and laying of Filter Media with granular materials/stone, crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRT&H Specifications for Road and Bridge Works to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutments, return walls etc. to the full height compacted to a firm condition complete as per the Drawings and Specifications. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications.
17Providing 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 Techncal specification.
18Backfillingbehind abutments, wing walls and return wall complete as technicalspecifications
19SUPER STRUCTURE
20Supply and fabrication of steel truss ( Structure ) bridge(upto36m span) as per detailed drawing. Supply of all structural steel confirming to I.S. 226 - 1969 required for proper completion of bridge including ground erection of the bridge and including one coat of approved quality anty corrosive red oxide paint confirming I.S. 5660 as per specification and drawong including all T&Petc. nuts & bolts, washers, railing of MS flat and also including supply and fixing of shop rivets refered as per drawing. The rates shall include ground errection in thr workshop and its dismantle after inspection, approval and removing of deffects, match marking of all parts numberings and proper stacking in the premises of workshop before cartage to site of work. The work shall be execuited in accordance with I.S. 1915 - 1961 and its latest revision shall be applicable. The rate shall including cost of all materials, its wastage and cutting, bending if required, welding, making holes, shop rivetting, labour, T&Petc. and also including proper stacking after dismantling of ground erection. All required equipments should be arranged by the contractor as his own cost, which shall be taken back by the contractor after satisfactory execution of the job. Also including supply materials. T&P etc. required for proper copletion of the work as per direction of Engineer -In - Charge.
21Erection of Steel Truss (Girder) Bridge (up to 36 m span) 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, equipments, civil work and consumables, cost of arranging, fabricating, errecting 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-in-charge.
22Supply 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, seling 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 Specification complete as per drawing and approved Technical Specification
23Supply and Fixing of 20 mm dia P.F. make 8.8 grade HSFG High strength Friction Grip Bolt to IS 3757:1985 latest to grade 8.8S with High Strength Friction Grip Bolt 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 for proper completion of the work ( 20 x 100 mm)
24Furnishingand Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification for solid slab super-structure RCC M 30
25Suppiying fitting and placing HYSD bar reinforcement in super-structure Complete as per drawing and technicla specification
26Painting on concrete/Steel Surfaces with epoxy painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surface after through cleaning of surfaces to give an even shade as per drawing and technicl specification clause 1701
27Drainge spouts complete as per drawing and Technical specification
28PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification
29Reinforced cement concrete (M-30) approach slab Including formwork but excluding reinforcement steel, complete as per drawing and technical Seecification
30Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification
31Providing and laying of strip seal expansion joint Calering to maximum horizontal movement upto 70mm (comlete as per approved drawaing and standard specification representative ensuring compliance tc the manufactur"s instruction forinstallation.
32Dewatering from foundation of abutment and wing wall(with pump capacity 4000litr per hrs) including wages of operator and fuel including supply of all material labour T&P etc. required for proper completion of work.
33Providing & using 25mm dia 1.40m long and anchoringincluding supply of all materials T&P etc. complete in allrespect
34PROTECTION WORK & APPROACH ROAD
35Excavation for structure :- earthwork in excavation for structure as per drawing and technical specification clause 305 including setting out construction of shoring and bracing removal of stumps and other deletrious material and disposal upto a leadof 50m dressing of ideas and bottom and backfilling in trenches withexcavated suitable material .
36Providing concrete for plain concrete in open foundations complete as per drawing and technicalspecification clause 802,803,1202&1203.P.C.C grade M 15
37R.R stone masonry in cement mortar for substructure complete as per drawing & technical specification clause 702, 704, 1202 and 1204 in cemet mortar (1:5)
38Hand Packed stone filling in back of walls including cost of all materials,royality, T&P etc. complete as per direction of engineer-in-charge. (As per PWD Uttarakhand Specification)
39Pointing with cement mortar 1:3
40Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge.(As per PWD Uttarakhand specifications)
41Providing and laying of boulder apron laid in wire crates for weir etc with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification Clause 1301. Sr.no:- 14.2
42OTHER WORK
43Construction of parapet as per standard drawing including supply of all material, labour, T&P etc. requried of proper completion of the work
44White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MORD Specification for Rural Roads 2014
45Providing & Fixing Title information board as per standard drawing duly painted and written as per direction of Engineer-in-charge in the starting and end of the road.
46Providing & Fixing maintenance board as per standard drawing duly painted and written as per direction of Engineer-in-charge
47Providing & Fixing citizen information board as per standard drawing duly painted and written as per direction of Engineer-in-charge
48Providing and Fixing "Logo" of PMGSY Project Providing 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 47mm x 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
49Note:- This BOQ includes the scope of Load Testing of Bridge as per IRC norms after erection and commissioning of Bridge at site. No extra cost shall be paid to the Contrctor for this item. Load Test includes the scope as below: Doing load test on bridge span as per IRC (SP 51-1999) code provision, inclusive of mobilization of manpower,Equiments/founding Arrangements etc. testing charges, sand bag Filling, loading, shifiting, De mobilization Hiring of loading Trucks, hosting Arrangements complete in all respect. (Will be done by Contractor at his own Cost)
50FIVE YEAR MAINTENANCE WORK
51Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge.(As per PWD Uttarakhand specifications)
523rd year
535th year
54Greasing of bearing
552nd year
564th year
57Painting on concrete/Steel Surfaces with epoxy painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surface after through cleaning of surfaces to give an even shade as per drawing and technicl specification clause 1701
583rd year
59White washing of parapet walls of CD work and tree truncks including preparation of surface by cleaning scrapping etc. as per MORD Specification for Rural Roads 2014
601st year
612nd year
623rd year
634th year
645th year
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