Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date28 Jun 2019
Closing Date12 Jul 2019
Tender Amount₹ 2,75,00,000
Costs
EMD
₹ 5,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_pwd_18637_1Bid Award Id
ViewTender No
1383/Nivida-Bage/2019 Dtd 19-06-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Random Rubble Masonary laid dry in breast wall,retaining wall, scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
2894.59
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
163.97
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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)
1175.97
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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
3207.6
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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)
826.2
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
132.84
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD pecifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
130.35
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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)
12.96
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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 R.C.C grade M 20
233.28
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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)
369.36
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
466.56
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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.
1730
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5th Kilometer stone (Precast)
1
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Ordinory kilometer stone (Precast)
4
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200 m stone (precast)
20
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Construction of Plum Concrete Parapet with 60% cement concrete M-15 (1:3:6 Mix) & 40 % plum (approved stone of maximum size 200 mm) as per standard drawing & as per direction of Engineer-in - Charge
142
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WBM Grading 1Providing, 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, 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. By Manual Means
7.12
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Muck Disposal Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal osurplus material as per direction of engineer - in -charge
535.5
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Muck Disposal Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)GI wire 10 gauge BWG
1521
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Muck Disposal Removal of Unsuitable Soil with Disposal,Removal of unsuitable soil including excavation, loading and disposal upto 1000m,lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
6491.16
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Maintenance of Work for 1st Year
5
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Maintenance of Work for 2nd Year
5
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Maintenance of Work for 3rd Year
5
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Evaluation Notes How It Works ?
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