Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Mar 2025
Closing Date20 Mar 2025
Tender Amount₹ 32,78,637
Costs
EMD
₹ 80,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Construction Of 6.00 Meter Span R.c.c. Culvert In Km. 04 Of Saniudiyar-kucholi Moter Road In District Bageshwar Under District Plan 2024-2025
Description
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Contact
Tender Id
2025_pwd_80914_1Tender No
469/23AC Date 22.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 25
15.55
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202( The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
23.01
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M 25
14.49
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1000 and 1202
25.48
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-
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M 25
27.42
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-
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
23
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.89
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Random coursed rubble stone masonary in cement and local sand mortar in proportion 1:4 in abutment of bridge including supply of all material , labour, T&P etc. required for proper completion of work.(SI 206)
144
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Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5
67
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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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
145.3
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
100.16
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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)
41.32
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Pointing with cement mortar 1:3 Raised and cut pointing
59.72
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Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
42
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Drainage spouts complete as per drawing and technical specifications Clause 1209
4
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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
40.5
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
12
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