Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for 90m. Span Steel Girder Bridge At Km 2.15 Of Dhapaband Milam Rd. To Buie L039 in Pithoragarh, Uttarakhand, with an estimated contract value of Rs. 10,37,67,000. The bid opening date for this tender is 15-10-2021 and the last date for bid submission is 08-11-2021. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date15 Oct 2021
Closing Date8 Nov 2021
Tender Amount₹ 10,37,67,000
Costs
EMD
₹ 20,75,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CCUK_113666_1Bid Award Id
ViewTender No
UT0929Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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III rd year
107.52
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Providing & Fixing 25 mm dia 1.40 m. long rock anchoring including supply of all materials T & P etc Complete in all respect.
18
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
37.71
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Odinary Soil( Manual Means) Up to 3.0 M
818.52
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Surveying, Contouring preparation of 3 no L-section& X-section for site selection and preparation of final GAD after site selection,Geological inspection and Geo technical,Hydraulogical Analysis (if required) design& drawing of foundation and substructure and its weighting.Preparation of DPR including all labour,machine,T&P required for proper complection of work.
90
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IVth year
1
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Greasing of Bearings including supply of all materials,labour,T&P royality etc required for proper comlpetion of the work as per direction of Engineer in charge.
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Supply 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 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 completion of the work. (20 X 100mm)
19102
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Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks as 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 as directed by Engineer-in-charge.
1
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Ht. Up to 5 m.
302.55
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Protection of scuring of Abutment and wing wall with cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all materials,labour,T&P royality etc required for proper comlpetion of the work as per direction of Engineer in charge. (As per PWD Uttarakhand specifications)
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Pointing with cement mortar 1:3
502
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Backfilling behind abutments, wing walls and return wall complete as per technical specifications
1335.41
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IV th year
107.52
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
10.61
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Providing & fixing Maintenance board as per standard drawing duly painted and written as per direction of Engineer-in-charge
1
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Supply and fabrication of steel truss ( Structure ) bridge 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.
327.23
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.. (14-6)
182.86
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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)
150.6
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V th year
36
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Note:- 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. (bridge span 90 m 1.5 Lane) (Will be done by Contractor at his own Cost)
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ABUTMENTS AND FILLING BEHIND:
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Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification
21.21
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Earth work in excavation of foundation of structures as per the Drawings, Specifications enclosed with the tender dacument Ministry of Shipping, Road Transport & Highways (MoRT&H) Specifications for Road and Bridge Works.
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Odinary Soil( Manual Means) Above 6.0 M
1279.08
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Ht. Above 10 mtr.
265.1
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Erection of Steel Truss (Girder) Bridge (up to 60m 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.
327.23
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5)
480.68
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
21.27
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FOUNDATIONS:
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White 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
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Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of ides and bottom and backfilling in trenches with excavated suitable material
273.77
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BRIDGE PORTION:
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Hard Rock (blasting Prohibited)
167.58
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Supplying, fitting and fixing in position true to line and level Spherical Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, Spherical surface sliding against stainless steel mating surface, completre 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 asper drawing and approved technical specifications.
1440
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V th year
107.52
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M 30 Using Concrete Mixer
182.46
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Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
80
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Other Work
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For Abutment
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Hand Packed stone filling in back of wallls/Abutments including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
326.84
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EARTH WORK
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PROTECTION WORK & APPROACH ROAD
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M30 Using Concrete Mixer
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Providing 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.
94.5
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SUPER STRUCTURE
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Ist year
107.52
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15
23.07
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Providing 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
1
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Conformatory detailed Soil Investigation:
Detailed Soil Investigation in all type of soil & Rock by Drilling Nx Size Bore Holes (Preserving Cores in Core Box for RQD and Compressive Strength) for at least Per Abutment up to depth 5mts. Continious in rock , maximum 10 mts. or upto Redusal, SPT at every Mts., Collection of UDS/DS, Determining Shear Strength, Rock Strength , Soil Parameters, Analysis and to conclude the SBC com, Submission of Comprehensive Report with interpretation /Suggestion /Recommendation.
1
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Five Year Maintenance Work
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Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm( complete as per approved drawings and standard specifications )to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
12.8
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC M 15
40.93
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification For solid slab super-structure RCC M 30
135.47
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III rd year
55
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Construction of parapet as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
28
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Providing & fixing Citizen Information board as per standard drawing duly painted and written as per direction of Engineer-in-charge
1
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IInd year
107.52
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Providing & 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 .
2
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Ht. 5 - 10 mtr.
169.26
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Odinary Soil( Manual Means) 3.0 M to 6.0 M
639.54
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White washing two coats on Parapet walls and tree trunk including prepration of surface by cleaning scarping etc. as per technical specification Clause 1916 of MORD Specificaion for Rular Roads 2014
107.52
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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
251.05
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
115.69
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Cement 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.
180
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IInd year
1
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Chamoli, Uttarakhand