Pradhan Mantri Gram Sadak Yojana Tender
Calculate bid estimation of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date
15 Oct 2021Closing Date
8 Nov 2021Tender Amount
₹ 2,03,10,000Costs
EMD
₹ 4,06,000Document Cost
₹ 4,130Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CCUK_113668_1Bid Award Id
ViewTender No
UT912Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
For Abutment
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Odinary Soil( Manual Means) Up to 3.0 M
383.76
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Odinary Soil( Manual Means) 3.0 M to 6.0 M
247.53
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Odinary Soil( Manual Means) Above 6.0 M
94.66
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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
29.02
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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
111.88
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
17.57
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ABUTMENTS AND FILLING BEHIND:
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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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Ht. Up to 5 m.
85.56
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Ht. 5 - 10 mtr.
65.14
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
23.66
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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)
103.1
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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
103.6
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Backfilling behind abutments, wing walls and return wall complete as per technical specifications
204.28
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SUPER STRUCTURE
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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.
26.63
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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.
26.63
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Fitting and fixing in position true to line and level elastomeric bearing conforming to 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. For 24 M span - Elastomeric Bearing of size 500 x 320 x 80 mm
32760
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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)
2916
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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
32.25
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.07
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Painting 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 of surface to give an even shade as per drawing and Technical Specification Clause 1701.
668.28
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Drainage Spouts complete as per drawing and Technical specification
10
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6.94
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Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification
13.86
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
8.08
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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.
9.5
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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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PROTECTION WORK & APPROACH ROAD
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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
453
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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
40.95
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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)
798.2
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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)
273
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Pointing with cement mortar 1:3
910
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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.
135
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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.
67.5
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Other Work
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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.
40
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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
154
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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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Providing & fixing Maintenance board as per standard drawing duly painted and written as per direction of Engineer-in-charge
1
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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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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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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.
24
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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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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 ,
1
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Five Year Maintenance Work
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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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III rd year
55
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V th year
35
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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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IInd year
1
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IVth year
1
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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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Ist year
154
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IInd year
154
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III rd year
154
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IV th year
154
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V th year
154
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