Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Mar 2022
Closing Date8 Apr 2022
Tender AmountRefer Documents
Costs
EMD
₹ 20,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_pwd_42225_1Bid Award Id
ViewTender No
1096/Nivida-01/2021 dated 16-03-2022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Excavation in foundation in all type of soil & rock including disposal of surplus earth as directed by engineer-in-charge also incl. s/o all material labour T&Petc.
1442.65
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Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t&p & royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
904.08
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
253.17
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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)
476.6
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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 10 Nominal mix 1:3:6
82.51
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonryIn cement mortar (1:5) for Abutment
175.84
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
35.58
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M25
41.97
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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 Nominal mix 1:2:4
26.39
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Construction of unlined surface drains of average cross-sectionalarea 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with alift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means
1475
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
3
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
8
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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
480
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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
45.26
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
28.8
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. [Grading of no-1] (45-90 mm size).
89.1
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Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal but excluding compaction. (Mack Diospoasl)
11402.83
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Earth 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 Ordinary soil Manual Means Depth upto 3 m
1478.44
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Excavation in hill side Cutting as required at site in all types of soils and rocks met at site for making the road and grade as per plan and L-sectionlength including s/o all materials, labour, T&P etc. required for proper completion of the work.
561.04
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Excavation in foundation in all type of soil & rock including disposal of surplus earth as directed by engineer-in-charge also incl. s/o all material labour T&Petc.
286.88
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
377
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (For Grouting Anchorage)
7.39
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PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size echanicallymixed, placed in foundation and compacted by vibration including curing for 14 days.
75.9
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Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
1620
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M35 Using Concrete Mixer
374.49
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
42.42
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications R.C.C M 35 Height upto 5m Using concrete Mixer
654.24
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 1009.3.1 of MORTH specifications (Fifth Revision'2013) and IS 1786:2008 clause no. 1.6)
69.86
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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 face. Complete as per drawing and Technical Specifications
392
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with maller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
337.39
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
1200
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M35 Using Concrete Mixer For solid slab super-structure
159.9
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
31.9
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
26.85
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Drainage spouts complete as per drawing and technical specifications.
30
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Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (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 dismentling 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.
415.32
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Errection of complete bridge as per drawing with required camber including carriag of febricated bridge parts from the place of stack near site including launching arrangments such as anchor block, tower. steel wire ropes wrinch maching and all other T&P. nut& bolts etc.(Whitch shall be taken back by contractor after proper complition of work ) iThe design of errection sequences shall also confirm to IS 1915-1961 or latest revision .Service volts shall be of GKW make or if other than as per apporoved by Engineer I/C
415.32
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Supplying and fixing of 24 mm dia rivets confirming to the latest IS Code including all labour, material, riveting gun, T&P etc. required for proper completion of the work.
38250
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Supplying, fitting and fixing in position true to line and level tonne sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE Free Bearing) and clause 2004 of MoRTH Specifications
2
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Supplying, fitting and fixing in position true to line and level tonne sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE Free Bearing) and clause 2004 of MoRTH Specifications
2
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Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification.
3582.2
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Strip Seal Expansion Joint
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, 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.
90
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Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast insitu and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.)
324
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
90.09
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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)
180.63
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
78
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