Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,75,42,027
Costs
EMD
₹ 4,68,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Improvement And Bituminous Work Of Mastura-dilmi-karokhi Motor Road Under State Sector In Kedarnath Legislative Assembly Area Block Ukhimath In District Rudraprayag.
Description
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Contact
Tender Id
2024_pwd_75661_1Bid Award Id
ViewTender No
3720/50Yatayat-7/2024, Dated 10/09/2024 (2)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Hill Side cutting :-
Earth work in hill side cutting for construction of road in all type of soil & rock which may be met during execution of work as per approved plan L-section including disposal of all material 30 M.leads and 1.5 M lift as per direction by engineer I/C dressing of road surface after cutting work.removel & uprooting of trees & bushes also including all labour T&P etc.required for proper completion of the work.
1
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Improvement of superelevation and Re-gradeing slopes Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
293.13
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W.B.M. Work :-
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, having P.I (4-6) 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..[Grading of no-1] (45-90 mm size). By machanical means
850.5
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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, having P.I (4-6) 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.[Grading of no-2] (45-63 mm size).By machanical means
590.63
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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 perTechnical Specification Clause 405.[Grading of no-3] (22.4 - 53 mm size). By machanical means
590.63
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Construction of R/Wall, B/Wall :-
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2
151.48
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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 PWD Uttarakhand specifications) as per SOR 2-1
49.5
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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
392.47
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, cuppers, etc.including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications ) as per SOR 1-4
57.02
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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)
73.9
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FOR SCUPPER -
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2
363.16
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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 Nominal mix 1:3.6 (Hand mixing)
33.04
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
146.51
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Reinforced cement concrete in 1:1.5:3 substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25
18.83
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS1786:2008 clause no. 1.6) as per SOR 12-6
2.28
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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)
45.85
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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
168
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Catch pit :-
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2
172.75
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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
87.61
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Premix carpet as per PWD Specificationstation-
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
7875
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Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
7875
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20mm thick Open-Graded Premix Carpet using Bitumen emulsion Clause 508.2 By Manual Means Bitumen emulsion RS-1
7875
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Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using,TypeB asper Technical Specification Clause 510
7875
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Earth work in Pattri filling in shoulders after soling,inter,top coat, including construction of coolie walls. construction of colli walling for WBM as per sor 1-6 Mics
360
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E&B filling both side of road patri Rate as per sor 3-3 Mord
618.75
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Pucca Drain :- Construction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
Earthwork in excavation
78.96
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Plain cement concrete M10 gradein open Foundation 1:3:6
17.55
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Plain cement concrete M15 grade 1:2.5:5 (Hand Mix)
30.99
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Katcha Drain :- Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. By machanical means
1040
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Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.18 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. By machanical means
500
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Parapet :-
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge as per SOR 1-2
48.38
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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 PCC M-10 Nominal mix 1:3.6 (Hand mixing)
48.38
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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 PWD Uttarakhand specifications) as per SOR 2-1
150
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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
750
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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) 10-10-2 Mord
3
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200 m stone (precast) 10-10-3 Mord
8
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Road Safety ( Sign Boards, Delineators and Crash Barriers)
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 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
600 mm equilateral triangle SOR No. 10-2-B-2 mord
4
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600 mm circular SOR No. 10-2-B-3 mord
4
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600 mm x 600 mm square SOR No. 10-2-B-6 mord
4
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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 material as per direction of engineer - in - charge as per SOR 1-2
40
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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 Nominal mix 1:3.6 (Hand mixing)
40
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Metal Beam Crash Barrier
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)
800
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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 SOR No.Misc1-12
720
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