Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date29 May 2020
Closing Date29 Jun 2020
Tender AmountRefer Documents
Costs
EMD
₹ 2,14,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_pwd_23936_1Bid Award Id
ViewTender No
1376/Nivida-01/20 dated 22-05-2020Tender Authority
Public Works Department ViewPurchaser Address
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Documents
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&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
91.08
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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)
67.5
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Construction of hill side K.C. type drain in accordance with the requirement of specifications true to lines and grades, dimesions and other particulars as per drawing attached and Technical Specification Clause 1606.1
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Excavation in foundation
28
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C.C. 1:3:6 over base
10.5
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C.C. 1:2:4 over 1:3:6
10
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R.R. stone masonary in 1:6 (hill side wall)
12
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Plaster in 1:4 (hill side wall
100
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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, 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.
1113.75
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WBM Grading 2
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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
773.44
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WBM Grading 3
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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
773.44
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Making super elevation excluding coolie walling including supply of all material, labour and required for proper completion of the work as per direction of Engineer-in-charge.
2.5
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
675
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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 Engineer-in- charge. (As per PWD Uttarakhand specifications)
56.25
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Tack coat using VG-10 grade bitumen
Over granular surfaces @ 0.40 kg/sqm
10312.5
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508.
Bitumen (VG-10)
10312.5
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Seal Coat Using Bitumen (S-90)
10312.5
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Road Delineators / Vertical Guide Posts:
Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications.
100
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