Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Dec 2024
Closing Soon7 Jan 2025
Tender Amount₹ 1,50,50,000
Costs
EMD
₹ 9,55,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_988254_2Tender No
7760/523 C (PDL) Lko.Cir./2024-25 Dated 23.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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The Solar studs shall be made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13.635 kg tested in accordance with ASTM D4280. Its colour may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063 : 1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm x 100 mm x 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800m. Its flashing rate shall not be less than 1 Hz. Its shaluld be able to give the prescribed performance in the temperature range of - 40oC to +55oC. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-charge. as per SOR Ch-26 SI No.-16
350
2695
943250
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Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastner/ screw . SOR Ch-26 SI No.-9
180
855
153900
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Flexible Median Markers (FMM) should be used for improving median visibility during dark hour. Use of Median Marker provides safety against collision happening with medians during night time or servere weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to prvide high durability and U Shape structure having rebound/bounce back property, the sheeting shall be of Type XI conforming to IRC:67, and it should be on both the faces whereby providing maximum reflectivity at I, anger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination bf epoxy adhesive and grouting/drilling on concrete medians or properly constructed solid medians Height. The marker height shall be a minimum of 180 mm, width 120 mm & Body thickness 6.5 mm. the shanks shall not be less than 20mm and depth shall not be less than 30 mm Reflective Area. Shall not bes less than 90 cm square proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg Tensile loads conforming to ASTM D638 method. The shall include all materials, labour T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. as per SOR Ch-26 SI No.-6
3400
312
1060800
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick 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 PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. As per SOR ch-26 SI no.-18
Cautionary Signs / Mandatory/Regulatory Sign Hazard Marker (30 x 90cm Left/Riight) Object Hazard
30
3321
99630
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(45 x 90cm) two way Object Hazard
10
3826
38260
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(60 cm Circular with diffinitation plate ( 20 x 60))
18
3818
68724
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(60 x 60 cm square with diffinitation plate ( 20 x 60))
42
4106
172452
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Speed Limit sign 30kmph on side lane (Backing Board) (80cm x 60 cm rectangular with diffinitation plate ( 20 x 60))
18
4555
81990
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Stop Sign (90cm high octagon
18
4824
86832
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No Parking (60cm circular)
18
3818
68724
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No Standing No stopping (60cm circular)
18
3818
68724
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Maximum speed limit (60 cm Circular with diffinitation plate ( 20 x 60))
10
3818
38180
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Retro Reflectorised Signs (Stainless steel Frame and Post with double face sings)
Providing and erecting (1.50x1.20)m Retro-reflectorised sign as per IRC-67 upto date made of Retro Reflective sheeting of HIP grade type IV fixed over 4mm thick 4cm (Aluminium composite material) sheeting supported on stainless steel pipe post 50mm dia SS-304 grade 02 Nos, firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade of concrete 45cmx45cmx60cm, 60cm below ground level as be approve drawing. The stainless steel joint welding of SS pipe work shall be bend and grind property including bufting so an to give uniform shining at weded joints. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. as per SOR Ch-26 SI No.-26
35
32739
1145865
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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 811. as per SOR Ch-26 SI No.-27
725
3107
2252575
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2.40 M Span over head Cantilever Structure with 150 dia MS one vertical post (Double side Retro reflective sign board)
Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 150 mm NB medium class MS pipe and 4.85mm thick as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date . Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . The work includes construction of RCC Foundation of size 0.60x0.60x1.20 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast RCC M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MoRT&H specification section 800 and IRC 67 upto date complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (Exclusive cost of G.S.T) as per SOR Ch-26 SI No.-29
6
58916
353496
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