Uttar Pradesh State Industrial Development Authority Tender

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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date26 Nov 2024
Closing DateCancelled
Tender Amount₹ 12,09,24,824 
Notes
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Costs

Summary

Construction Of Roads, Drains And Widening Of Road No. 3, Road No. 2, Plot No. 14/5 To 18/1/6, And Sub Division Roads Of Plot No.1 At I.a.

Description

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BOQ Items

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Dismantling of old brick work etc complete as the direction of engineer in charge . ( AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.02 ITEM NO 692. )

136.62

600

81972

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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead

319.18

15

5059

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Dismantling and stacking within 50 metres lead, R.C.C fencing posts or struts including all earth work and dismantling of concrete etc

290

134

38932.5

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Disposal of ballast , Kankar Coal , grit or sand including loading & unloading but excluding stackings on pakka roads upto 8 kms As per SI No. 232(A) SOR Ghaziabad.

172.82

230

39765.88

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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.

1228.76

3957

4863309.2

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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

572.49

4257

2437547.92

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Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. As per SI No. 281

100.95

6100

615795

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First class Brick Work in 1 : 4, one cement & Four Coarse Sand 2.20 F.M. mortar in foundation and plinth including supply of all materials . labour and T & P etc. requried for proper completion of the work (As per SI No. 303+305 A)

249.18

5170

1288260.6

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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 @ 0.45 cum / cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes as per table 600.1 @ 0.9 cum / cum of concrete conforming to clause 602.2.6 he direction of engineer - in - charge .

2892.04

5206

15055960.24

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S / L PQC M - 40 grade of concrete as per MORTH Specification 602 C Item no 21.19 400 Kg cement / cum of concrete , coarse sand as per IS 383 conforming to clause 602.2.4 @ .45 cum / cum of cocrete and Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes @ 0.90 cum / cum of concrete conforming to clause 602.2.4 . Admixture @ 0.5 % of cement . The deviation of cement in design mix concrete may be paid or recover as case may be

6296.5

7113

44787004.5

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S / L of 125 micron polythene sheet beneath PQC

17267

15

259005

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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.

277877.44

79

21980105.5

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Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M50 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.

2455

940

2307700

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12 mm thick plaster with cement and Coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1.00 cm including supply of all materials, Labour, tools & Plants etc. required for proper completion of the work

1491

200

298200

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Cement Concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 4 : 2 : 1 including supply of all materials , labour ,Tools & plants etc. required for proper completion of the work . (As per SI No. 279+ 279A)

155.25

7050

1094512.5

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Finishing wall with weather coat by premium acrylic exterior paint applied @ 1.67 ltr / 10 sqm Asian or Berger Brand ) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @ 2.20kg / 10 sqm after thoroughly brushing the surface free from mortar dropping and other foreign matters and sand papered smooth including supply of all materials , labour , Tools & plants etc. required for proper completion of the work ,

2382

140

333480

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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

42000

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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250 gms per sqm. Area, thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35-2015. The finish surface to be level, uniform and free from streaks and holes.

601.5

618

371727

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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 (RPM without Shank)

985

324

319140

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Dismentling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the engineer - in Icharge within a distance of 60 metre f 2000.25 860.00 feet ) (AS PER PWD SOR 2022 PAGE NO 47 NO 27.04 ITEM NO 694. )

142.58

1340

191057.2

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Dismantling of old brick work etc complete as the direction of engineer in charge . ( AS PER PWD SOR 2022 PAGE NO 47 SI NO 17.02 ITEM NO 692. )

2590

600

1554000

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E/W in Excavation in foundation in ordinary soil etc all complete as the direction of engineer in charge . AS PER PWD SOR 2022 PAGE NO 15 SI NO 4.01 ITEM NO 251.

1694.7

110

186417

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Disposal of refused material / malwa distance up to 8 km etc all complete as the direction of engineer In charge( AS PER PWD SOR 0.9 2022 PAGE NO 10 SI NO 3.01 ITEM NO 231 )

2085.08

230

479776.91

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S / L P : C : C ( 1 : 4 : 8 ) with 40 mm size brick ballast coarse sand & cement etc all complete as the direction of engineer in charge ( AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.05 ITEM NO 275. )

466.2

4300

2004660

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R.C.C. work with Cement approved coarse sand and 2 cm . (3/4") gauge approved stone ballast in the proportions of 1 : 1.5 : 3 in R.C.C. Raft Foundation and footing with 2 cm guage stone ballast excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I. , binding wire and including necessary centering and shuttering etc. and also including supply of all materials , labour and T & P etc. required for proper completion of the work Excluding cost of Binding wire .

1423.95

7650

10893217.5

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S / F M : S ( tor steel or plain ) in plain work such as R : C : C or R : B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage , bend , hooks , and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge .

111780.71

79

8841854.16

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M.S. or iron work of small sizes and section such as holding down bolts , hold fast , tie rods grating etc. wrought to required from including supply of steel bolts , nuts wastage etc. and their fixing required for proper completion of the work .

187.5

85

15937.5

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Direction and place Identification signs with size more than 0.901 sqm size Board Providing and erecting direction and place identification retro reflectorised sign as per IRC - 67 made of high intensity grade sheeting 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 : 2012 . Legends . , letters , numerals and borders etc should be as per MORTH specification No - 801.3.7 Sheet fixed over aluminium sheeting , 2 mm thick with area exceeding 0.9 sqm.Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M - 15 grade cement concrete 45x45x60 cm . , below ground level as per approved drawing , complete . As per SI No. 22.33 New Item Safety Item, SOR Ghaziabad-2022

27

6959

187893

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Dedcution of Bricks

647.5

800

518000

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Deduction of Old Bricks

34.16

800

27328



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