Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Feb 2024
Closing Date22 Feb 2024
Tender Amount₹ 2,19,00,000
Costs
EMD
₹ 4,38,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_pwd_69183_1Bid Award Id
ViewTender No
603/50yatayat-7/2024 date 02-02-2024Tender 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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Providing concrete for plain/ reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 & 1203
53.57
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Random rubble Stone masonry laid in 1:5 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
237.34
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Providing and laying reinforced cement concrete in superstructure as per drawing and
technical specifications Clauses 800, 1205.4 and 1205.5 RCC M25
33.95
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.19
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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
161.34
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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)
133.92
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using concrete Mixer
2.98
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WBM
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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
1275.75
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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 smooth wheel roller 80-100 kN 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 2 as per Technical Specification Clause 405. By Manual Means
885.94
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause By Manual Means
885.94
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Prime Coat
Low porosity Providing 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
11812.5
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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 A or Type B or Type C as per Technical Specification Clause 508
11812.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
11812.5
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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 A, Type B and Type C as per Technical Specification
Clause 510 Bitumen (VG 10)
11812.5
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R/Wall
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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
206.72
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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
491.38
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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
40.32
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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)
61.53
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Parapet
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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
19.35
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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 (Hand Mixing)
19.35
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Cement plum Masonry 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
78.3
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Super Elevation
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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
56.25
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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
1079.07
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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)
270
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Road Furniture
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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 Ordinary Kilometer Stone (Precast)
3
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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. 200 m stone (precast)
12
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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
300
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Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and
informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by
means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
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