Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date6 Feb 2019
Closing Date12 Feb 2019
Tender Amount₹ 2,00,00,000
Costs
EMD
₹ 4,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_pwd_15283_1Bid Award Id
ViewTender No
158/Nivida-Bag/2019 Dtd 30/01/2019Tender Authority
Public Works Department ViewPurchaser Address
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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, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
1468.8
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H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
382.19
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Random Rubble stone masonary in Coolie walling including supply of all material,labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
123.84
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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.
139
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WBM Grading 1 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. By Manual Means
217.87
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Construction of Plum concrete Parapets with 60% cement concrete & 40% plum (approved stone of maximum size 200mm) as per standarad drawing & as per direction of engineer-in-Charge.
220
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Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated materialto be used in embankment with a lift upto 3m and lead of 50 m (average lead 25m) as per Technical Specification Clause 307. Manual Means
3990
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Ordinary Kilometer Stone (Precast)
4
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200 m stone (precast)
18
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(Muck Disposal) Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11
17687.95
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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
1102.5
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