Public Works Department Tender
Calculate bid estimation of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Mar 2025
Closing Date23 Apr 2025
Tender Amount₹ 2,20,31,000
Costs
EMD
₹ 4,42,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_pwd_81823_1Tender No
1070/50 Yatayat-7/2025 date 17-03-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
1684.93
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Super Elevation
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Excavation in foundation in all types of soils and rocks including leads, lifts and disposal of surplus earth as directed site engineer in charge also including supply of all material labor, T&P etc. required for proper completion of work.
26.25
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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 as per Technical Specification.
507.5
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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)
105
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Soling Work
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Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-1] (45-90 mm size).
435.21
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Patri filling with Local Soil with coolie walling after laying of solling coat including supply of all material, labour and T&P etc. required for proper completion of the work.
1.02
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Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-2] (45-63 mm size).
730.44
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Patri filling with Local Soil with coolie walling after laying of inter coat including supply of all material, labour and T&P etc. required for proper completion of the work.
2.47
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Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size).
730.44
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Patri filling with Local Soil with coolie walling after laying of top coat including supply of all material, labour and T&P etc. required for proper completion of the work.
2.47
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Primix Carpet
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.90 kg/sqm using mechanical means for medium porosity.
9843.75
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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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20 mm thick open graded premix carpet using Bitumen (S-90) 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 Type Aas per Technical Specification Clause 508. S-90
11812.5
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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
11812.5
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Drain
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Maintenance of Drains The maintenance of drains include erosion, repair, clearing cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 907.
1700
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Parapet
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Excavation in foundation in all types of soils and rocks including leads, lifts and disposal of surplus earth as directed site engineer in charge also including supply of all material labor, T&P etc. required for proper completion of work.
9.68
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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 (Hand Mixing)
9.68
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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
49.5
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
349.5
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Scupper/Catchpit
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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 materialas per direction of engineer - in - charge
1167.41
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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 (Hand Mixing)
74.38
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5)
307.68
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
136
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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 R.C.C M 25
46.9
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Random Rubble Masonary laid dry in breast wall,retaining wall, ets,scupper etc. Including supply of all ials, labour, t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
273.36
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Supplying, fitting, and placing HYSD bar einforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5
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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)
185.94
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25
4.13
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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
3
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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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fixing of corrosion resistant 2mm thick DG Grade Type XI retro- reflective cautionary, mandatory, informatory sign board with 10 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting of letters on Electro cut film, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH) 600 x 450 mm Rectangle
3
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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 ifferent colour strips of 75 mm wide Type IV etroreflective 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 elineators) and Clause no. 806 of MORTH specifications.
120
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Crash barrier
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Excavation in foundation for retaining & brest wall in all types of soils and rocks including all lead & lift and disposal of surplus material as per direction of Engineer-in-charge.
32.4
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Metal Beam Crash Barrier 5-1-1 Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)
600
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2.5:5)
32.4
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Wall
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Excavation in foundation for retaining & brest wall in all types of soils and rocks including all lead & lift and disposal of surplus material as per direction of Engineer-in-charge.
104.69
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Random Rubble Masonary laid dry in breast wall,retaining wall including supply of all materials,labour and T&P, royality etc,required for proper complition of work.
434.08
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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)
97.1
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