Public Works Department Tender
View complete overview of Uttarakhand PWD Tender
Public Works Department - PWD Tender
Eprocure
Opening Date21 Dec 2021
Closing Date30 Dec 2021
Tender Amount₹ 2,32,00,000
Costs
EMD
₹ 4,65,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_pwd_40556_1Bid Award Id
ViewTender No
3046/6C-Civil Circle/2021 Dated 11.12.21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
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Documents
BOQ Items
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.30 kg per sqm on the prepared granularsurfaces treated with primer & cleaned with Hydraulic broom as per MORD TechnicalSpecification Clause 503.
15750
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Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 110 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density 2.30gm/cc as per MoRTH specification clause No. 507 complete in all respects. The variation in actual % of bitumen and density found less than specified values than payment shall be adjusted accordingly.
787.5
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD TechnicalSpecification Clause503.
15750
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Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 110 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.20% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density 2.35gm/cc as per MORTH specification clause No. 509 complete in all respects. The variation in actual % of bitumen and density found less than specified values than payment shall be adjusted accordingly.
472.5
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1.
1176.06
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Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth.
8400
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
840
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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
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900 mm equilateral triangle
4
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600 mm circular
4
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800 mm x 600 mm rectangular
4
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Kilometre Stone 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
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Ordinary Kilometer Stone (Precast)
5
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200 m stone (precast)
18
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For 4 No. Culvert of 1.50 m span Earthwork in excavation for structures as per drawing and MORD Technical Specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a all lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material..
650.94
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Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MORD Technical Specification Clause 1109 including supply of all material, labour and T&P etc. required for proper completion of the work.
71.28
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MORD technical specifications Clauses 800 and 1211 including supply of all material, labour and T&P etc. required for proper completion of the work.
45.62
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specifications Clauses 1002, 1010 and 1202
5.38
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Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and MORD Technical Specifications Clauses 600, 1202 & 1203
315.74
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Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and MORD Technical Specifications Clauses 600, 900 and 1208.4
14.72
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per MORD technical specification including supply of all material, labour and T&P etc. required for proper completion of the work.
141.12
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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 MORD technical specification Clauses 614, 709, 1204.3.7
48
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (1000 mm dia)
30
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