Uttar Pradesh State Industrial Development Authority Tender

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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date1 Jan 2025
Tender Amount₹ 43,41,02,667 
Notes
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Costs

  • EMD

    ₹ 1,02,44,823
  • Document Cost

    ₹ 8,850
  • Tender Fee

    ₹ 8,850

Description

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (item no. 4 +10 )

9161.08

3957

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

3782.81

4257

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S/L DLC as per MORTH Specification 601 C Item no 21.18 150 Kg cement/ cum of concrete, coarse sand as per IS 383 @ .45 cum/cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes as per table 600.1 @ .9 cum/cum of concrete conforming to clause 602.2.6 he direction of engineer - in - charge.

10871.42

5206

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Construction of un - reinforced , dowl jointed expansion and construction joint only , plain cement concrete pavement , thickness as per design , over a prepared sub base , with 43 grade cement or any other type as per Clause 1501.2.2 M 30 ( Grade ) . coarse and fine aggregates conforming to IS : 383 , maximum size of coarse aggregate not exceeding 25 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film , wedges , steel plates including levelling the formwork as per drawing ) , spreading the concrete with shovels , rakes , compacted using needle , screed and plate vibrators and finished in continuous operation and including provision of contraction expansion , construction joints , applying debonding strips , primer , sealant , dowel bars near approaches to bridge / culvert and construction joints , admixtures as approved , curing of concrete slabs for 14 - days , using curing compound ( where specified ) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter- Trimix Machine . Flooring Specification Clause 1501 Technica

28265.68

8528

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface . ( Repeated Tranvers bar ) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area , thickness of 5 mm is exclusive of surface applied glass beads as per IRC : 35-2015 The finished surface to be level , uniform and free from streaks and holes As per SI No. 22.03 Safety Items SOR Ghaziabad-2022

3333.9

618

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Reflective Raised Pavement Markers ( Cat Eye / Road Stud ) Supply and fixing of raised pavement marker with Made of Plastic body of g RPM / Road Stud shall be moulded from ASA ( Acrylic Styrene Acrylonitrite ) ar HIPS ( High - Imoact Polystyrene ) or Acryloniitrite Butadien Styrene ( ABS ) or Any other suitable material approved by the Engineer . The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismnalic cubes capable of providing total internal reflection of the light entring the lens face . Lenses shall be mouled of methyl methecrylate conformning to ASTM D788 of equivalent . The slop or retro - reflecting surface shall preferably be 35 +/- 5 degree to base and the area of each retro - reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & amp ; Width shall not exceed 130 mm . The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture . epoxy installations , excess adhesive around the edge of the marker , excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed . The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro - reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers . In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost . The rate shall include all materials , labour , T & amp ; P , transportation , installation and incidentals all complete as per direction of the Engineer - in - Charge. As per SI No. 22.05 New Item Safety Items. SOR Ghaziabad -2022

4437

195

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Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.As per Job No. CD-I (19) Dated 13.04.2023

30503.49

940

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First class brick work in 1:6 Cement & Coarse sand 1.25 F.M. Mortar in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of the work

3225.05

5010

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Cement Concrete with 40 mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 including supply of all material, labour and T&P etc. required for proper completion of the work and as directed by the Engineer In charge.. Rates as per SoR Ghaziabad -2022, SI No. 279

789.11

6100

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Earth work in embankment in ordinary soil / earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. Lead Upto 10 Kms. As Per SI No. 253 + 231(C)+ 231(A)

52583.19

357

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Dismantling of KERB Stone by manual means and disposal of unservicable material with all lift and upto a lead of 1.00 Km (As per Sanction JOB No. CD-I(19) dt. 13.04.2023)

600

27

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Providing & Fixing of cement concrete kerb with top and bottom width 115 and 165 mm resepctively, 250 mm high in M-20 Grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone laid with kerb laying machine foundation concrete laid manually, all complete as per clause 408 (As per Sanction JOB No. CD-I(19) dt. 13.04.2023)

460

409

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Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. As per SI No. 251(A) PWD SOR Ghaziabad

43.2

110

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R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in T-beam & slabs roof and R.C.C Column. including aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing & fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 288

40.5

8855

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (As per Sanction JOB No. CD-I(19) dt. 13.04.2023)

31.79

7906

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Painting or varnishing work in small areas or new wood work with one or more coat (upto one square meter of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all material, labour, Tools & Plant etc. required for proper completion of the work. (As per Sanction JOB No. CD-I(19) dt. 13.04.2023)

387

80

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Dismantling of old bricks laid flat / C.C. Interlocking Tiles Rates as per PWD SOR-2022 Saharanpur Circle Chapter-20 Road Work SI No. New Item No. 4

1381.35

13

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Supply & Laying of 80 mm thick precast cement concrete I-Shape Interlocking paver blocks ISI Mark Confirming ti IS: 15685-2006 with top layer of minimum 5 mm thicknes having plan dimesion 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete , paver block shall not be less than 40 mpa and weight 4.5 kg per including cost of material, with a blanket layer of 4.00 cm thick fine sand including labour, T & P etc. required for proper completion of the work as directed by engineer in charge PWD SOR-2022 Saharanpur Circle Chapter-20 Road Work SI No. New Item No. 14

1380

858

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Laying of Interlocking Tiles(Labour Only) PWD SOR-2022 Saharanpur Circle Chapter-20 Road Work SI No. New Item No. 17

1380

85

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Providing & Fixing of Stainless Steel( 304 Grade Board) frame with green color base & white color refelective letter as per design & drawing of Work Description board. (As per office order no. 1150 dated 16.09.2023) PGM Camp

1

42000

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Providing barbed iron wire fencing including fixing with horizontal lines and two diagonals of barbed wire to post after stretching it including labour and T&P etc. required for proper completion of the work

1421

675

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