Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Jan 2025
Closing Date22 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 6,70,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Stage Ii Work In Km 1 To 5 Of Village Karmi Baghar Dhokti Gaon Motor Road Under Cm Ghoshna No. 551 In Kapkot Constituency Of District Bageshwar. Length 5.00 Km. ( In Anticipation Of Sanction)
Description
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Contact
Tender Id
2025_pwd_79487_1Bid Award Id
ViewTender No
93/Nivida-01/2024-25 dated 08/01/2025Tender 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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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&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
628.67
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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)
2316.8
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete.
165.9
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C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
2132.97
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Providing concrete for plain Cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 Nominal mix 1:3:6
170.88
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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)
560.96
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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&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
738.53
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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)
77.76
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Providing concrete for plain Cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix (1:2.5:5)
20.16
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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 M 25
119.04
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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 (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)
11.67
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete.
420.16
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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 Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
224
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Construction of causeway
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
306.83
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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&Pand royaltiies etc.(As per PWD Uttarakhand specifications)
409.45
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc.complete.
113.1
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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)
68.6
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WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizesto 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.
202.5
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Constriction of parapet as per detailed drawing attached including all material, labour and T&P etc. complete in all respect.
-
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Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
101.55
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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 1:3.6 Nominal mix 1:3:6
101.55
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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)
192.71
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Stone for Random Rubble Masonry
128.47
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White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915
3074.42
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Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (Mechanical Means)
4075
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C/O Pucca TYPE DRAIN AS PER DRAWING
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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 sides and bottom and backfilling in trenches with excavated suitable material
330
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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) Nominal mix (1:2:4)
29
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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
200
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
200
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Kilometre Stone 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
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5th Kilometre Stone (precast)
2
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Ordinary Kilometer Stone (Precast)
3
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200 m stone (precast)
20
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