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Tender For Balance Work Of 30 M Span Steel Girder Bridge At Km 8.55 Of Raipur-Kumalda-Kaddukhal M.R. Km 15 To Ragar Gaon Mr, tehri-Uttarakhand

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Tender For Balance Work Of 30 M Span Steel Girder Bridge At Km 8.55 Of Raipur-Kumalda-Kaddukhal M.R. Km 15 To Ragar Gaon Mr. Submission Date for this Tender is 01-03-2024. Bridge Work Tenders in tehri Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

42454410
Tender For Balance Work Of 30 M Span Steel Girder Bridge At Km 8.55 Of Raipur-Kumalda-Kaddukhal M.R. Km 15 To Ragar Gaon Mr
National Competitive Bid
Indian
Uttarakhand
tehri
01-03-2024

Tender Details

Tender For Balance Work Of 30 M Span Steel Girder Bridge At Km 8.55 Of Raipur-Kumalda-Kaddukhal M.R. Km 15 To Ragar Gaon Mr

Key Value

Document Fees
INR 2950 /-
EMD
INR 300000.0 /-
Tender Value
INR 1.49 Crore /-

BOQ Items

Name of Work: 30 M SPAN Steel GirderBridge at Km 8.55 of Raipur-Kumalda-Kaddukhal M.R Km 15 To Ragar Gaon MR
Sl. No. Item Description
1Earth work in excavation of foundation of structures asper the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works.
2Upto 3 mtr height
33 mtr to 6 mtrheight
4Abiveto 6 mtrheight
5Providing and laying M15 grade PCC using 43/53grade Ordinary Portland Cement below foundations and approach slabs as per the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works.
6ProvidingandplacingM25 gradecementconcrete (RCC)in foundations using 53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand including the cost of centring and shuttering (excluding the cost of reinforcement only which shall be paid separately) with all leads, lifts/depths and all complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/IndianRoadCongress (IRC)SpecificationsforBridge Works.
7Providing and placing M25 grade cement concrete (RCC) for the construction of abutments, abutment caps, return walls, dirt walls, wing walls, bearing pedestals, reaction blocks etc. using 43/53 grade OrdinaryPortlandCement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/IndianRoadCongress (IRC)SpecificationsforBridge Works. Item to include all types of shuttering, staging, scaffolding, necessarytools,plants,machineryandallrelatedoperationsas required to complete the work with all leads, lifts and depths true to levelandpositionallcompleteexcludingonlythecostof reinforcement which shall be paid separately.
8Fitting and fixing in position true toline and level elastomeric bearing conformingto IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of Bearing) complete including all accessories as per drawing and Technical Specifications
9Providing weep holes in abutment walls, return walls, wing walls etc. with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards draining face asper the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual length of weep holes.
10Providing and laying of Filter Media with granular materials/stone, crushed aggregates satisfying the requirements of Ministry of Road Transport&Highways (MoRT&H)/IndianRoadCongress (IRC) Specifications for 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 abutment, return wall, wing wall etc. to the full height compacted to a firm condition complete as pertheDrawingsandSpecifications.Itemtoincludealllabour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of filter media.
11Providing and layingwellcompacted selectedgranular backfilling materialbehindretainingwallcompleteaspertheDrawings, Specifications enclosed with the tender document, MinistryofRural development (MoRD) Specifications Road Works.and IRC: 18 Specifications. Scope of) work and measurement of item shall be similar to corresponding itemof bridge works.
12FABRICATION OF TRUSS: Providing, shop fabricating, assembling & ground erection, testing, transporting (from workshop to work site) and storing (inworkshop/worksite)Grade"B"structuralsteel (rolled sections and built-upsectionsusing steelplates&rolledsection conforming to IS: 2062 with yield strength of 250MPa i.e. Fe250) in steel truss (including top & bottom chord, vertical/diagonal members, stiffeners, gusset/cover plates etc.), plan bracings, cross girders/diaphragms, shear connectors etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with the tender document, MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC)SpecificationsforBridgeWorksandIRC:24 Specifications.Item to include alltypes oftemporary structures, necessarytemplates,cutting,grinding,drilling,welding,necessary tools, plants, machinery, labour and all related operations as required to complete the work in all respect.
13ERECTION OF TRUSS: Erecting and placing/fixing in position Grade "B" structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e.Fe250)insteeltruss (includingtop&bottomchord, vertical/diagonalmembers,stiffeners,gusset/coverplates),plan bracings, cross girders/diaphragms etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with thetender document, MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC)SpecificationsforBridgeWorksandIRC:24 Specifications.Itemtoincludealltypesofstaging,scaffolding, necessary templates, temporary structures, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts/heights, true to level & position complete in all respect.
14Providing, testing and tightening of High Strength Friction Grip Bolts (HSFG bolts for Friction Type Joint) of class/grade 10.9 as per IS: 4000 using Automatic Calibrated Torque Wrench/Pneumatic Wrench at all locations of splicing and at all heights, wherever specified as per drawings and their compatible nuts and washers all complete required to execute the job. All HSFG bolts and nuts, washers conforming to IS: 1367, IS: 3757, IS: 6610, IS: 6623, IS: 6649 and IS: 4000 shall be used. The item shall include all labour, material, tools, equipment, safety measuresandincidentalsnecessarytocompletetheworkto Specifications.Measurementshallbemadeforactualweightof complete bolt assembly including nuts & compatible washers used in permanent work in kilograms.
15Providing and placing in position M 25 grade cement concrete (RCC) in cast-in-situ deck slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRoadTransport&Highways (MoRT&H)/IndianRoad Congress (IRC) Specifications for Bridge Works. Item to include all typesofshuttering,staging,scaffolding,necessarytools,plants, machinery and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excludingonlythecostofreinforcementwhichshallbepaid separately. The scope of work in the item primarily includes:
16Providing and placing in position M 30 grade cement concrete (RCC) in cast-in-situ crash barrier over deck slab using 53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/IndianRoadCongress (IRC)SpecificationsforBridge Works. The scope of work in the item primarily includes:
17Providing and fixing hand rail over the crash barrier consisting of MS base plates, embedded fastener and nuts, MS vertical plates and pipes, prepackaged early high strength non-shrink grout etc. as shown in the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) SpecificationsforBridgeWorks.Alltherailingcomponentsas mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. The thickness of plates shall be as shown in the Drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/mandconformingtoIS:1161-1979.Itemtoincludeall materials, labour, machinery/equipment and incidental works required tocompletetheworkasdirectedbytheEngineer-in-charge. Measurement shall be made for the actual length of the pipe in meter only.
18Providing and placing in position TMT (Fe 500 Grade) reinforcement bars in various structural elements of the bridge (i.e. foundations, substructure&superstructure)includingcutting,straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.
19Total steel in foundations
20Total steel in abutments
21Deck slab & crash barrier
22Providing and placing in position M30 grade cement concrete (RCC) in cast-in-situapproachslabusing 43/53 gradeOrdinaryPortland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, bitumen filler type joint between approach slab & dirt wall all complete. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. The minimum slump of concrete shall be 75mm at the time of placement of concrete. Measurements shall be made for the finished volume of concrete only. Cost of reinforcement (12mm dia.bars @ 150mm c/c bothways on both faces) shall not be paid separately and the same shall be included in the quoted rates.
23Providing and installing single strip seal expansion joint with a total allowable movement capacity of 70mm as per Drawings, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) SpecificationsforBridgeWorksandIRC:SP: 69 "Guidelines& SpecificationsforExpansionJoints"anddulysupplementedwith manufacturer"s recommendations. Entire installation is to be carried out strictly in the presence of manufacturer"s representative only at all times who shall certify the quality of work. Item to include necessary provision and filling of recess for the expansion joints at no extra cost. The seal of the expansion joint shall be such as not to permit any dust collectionatalltimes.Itemtoincludeallmaterials,labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for the actual length of expansion joint provided.
24ProvidingandfixingdrainagespoutsaspertheDrawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual number of drainage spouts provided.
25Providing and placing in position M30 grade cement concrete (RCC) in cast-in-situwearing coatusing 43/53 gradeOrdinaryPortland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.
26Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning ofsurface to give an even shade as per drawing and Technical Specification Clause 1701
27Earth work in excavation of PCC retaining walls as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Bridge Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works.
28Earth work in excavation of Hill side Cutting as per the Drawings, Specifications enclosed with the tender document and MinistryofRural development (MoRD) Specifications Road Works.. Scope of work and measurement of item shall be similar to corresponding item of bridge works. (both side)
29Construction ofR. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for propercompletion of work, belowandinsideretainingwallsasperthe Drawings,Specificationsenclosed withthetenderdocumentand MinistryofRural development (MoRD) Specifications Road Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works.
30Providing weep holes in retaining walls with 100mm dia AC pipe as per the Drawings, Specifications enclosed with the tender document and MinistryofRural development (MoRD) Specifications Road Works. Scope of work and measurement of item shall be similar to corresponding item of bridge works.
31Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
32By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
33WBM Grading 2-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
34WBM Grading 3-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
35Prime Coat-Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
36Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
37Premix Carpet:- 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either TypeType Bas per Technical Specification Clause 508. Bitumen (VG-10)
38Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType B as per Technical Specification Clause 510 Bitumen (VG-10)
39Providing and laying of apron with cement concrete blocks ofcast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 112. Average size is taken as 3.0 m x 1.5 m x 1.50 m.
40Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 80 (900 mm side octagon)
41Providing 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
42Maintenance Activities (Emergency)
43Protection :- Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast-in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 112. Average size is taken as 3 m x 1.5 m x 1m.
443rd year
455th Year
46Maintainance Activities:
47(1) White washing of parapet walls of CD work and tree trunks including preparation of surface by cleaning scrapping etc. as per MORD Specification for rural Roads 2014 (2) Greasing of bearings including supply of all materials, labour, T &P royalty etc required for proper completion of the work as per direction of Engineer in Charge.
481st year
492nd Year
503rd year
514th Year
525th Year
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