Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date25 Sep 2021
Closing Date7 Oct 2021
Tender AmountRefer Documents
Costs
EMD
₹ 80,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_pwd_36870_1Bid Award Id
ViewTender No
1174/10AC Date 09-09-2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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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 Engineerin-charge. (As per PWD Uttarakhand specifications)
25.13
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Providing Grading 1, Grading 2 & Grading 3 crushed stone aggregate and & compacting & Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
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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.
142.46
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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.
98.93
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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.
214.11
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Earth work in Pattrie filling including coolie walling after Grading 2 & Grading 3 consolidation.
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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
152.25
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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 Engineerin-charge. (As per PWD Uttarakhand specifications)
76.13
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Premix Carpet as per PWD Specificationstation
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Prime Coat Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
2854.69
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Tack coat using VG-10 grade bitumen @0.40 kg/sqm, over dry and hungry bituminous surfaces (inciuding maxphalt)
2854.69
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A or Type B or Type C as per Technical Specification Clause 508.20 mm thick OGPC using Bitumen VG-10 (Case - I By Manual Means) (inciuding maxphalt)
2854.69
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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 A, as per Technical Specification Clause 510.By Manual Means.Case - I :Type A.Bitumen (VG-10) (inciuding maxphalt)
2854.69
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Construction of Kachha / Pucca Drain.
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Construction of Hill Side Kuchha Drain
115.2
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Excavation
21.7
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P.C.C. grade M 10
4.2
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P.C.C grade M 20
10.5
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Construction of Retaining & Breast Walls As Per Standard Drawing.
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
76.97
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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
149.08
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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)
49.46
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Construction of Scupper with Catch Pit As Per Standard Drawing.
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Excavation in Foundation for Scupper &Catch Pit
83.34
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P.C.C. M10 for Scupper
4.72
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R.R. 1:6 for Scupper
20.89
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R.R. Dry for Catch Pit
9.82
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H.P. filling for Scupper
11.79
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R.C.C. grade M 25 (1:1:2) for Scupper
2.69
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Reinforcement for RCC Steel bar for Scupper
0.33
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C/O Parapet as per standard drawing attached 2.00 Mt. long,with Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete, on the outer curves and on scuppers / providing crash barriers.
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
3.22
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(ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10
Nominal mix 1:3.6 (Hand mixing)
3.22
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Cement plum Concrete 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
8.1
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
44.1
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Miscellenous items such as fixing edge stones, developing view points , water points road side plantation
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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
480
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Reinforced cement concrete M15 grade 200 m (HM) Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
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