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
Eprocure
Opening Date15 Mar 2024
Closing Date26 Mar 2024
Tender Amount₹ 1,42,58,895 
Notes
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Costs

Summary

Construction Of Approach Road To Sub-station At Industrial Area Khimsepur In Distt Farrukhabad.

Description

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BOQ Items

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Construction of embankement with approved material obtained from availabe land as permitted and approved by Engineer-in- Charge and as per Techinal Speciation Clause 301.3.4.1, with all lifts and leads spreading , grading to required slpoe and comacted to meet requirement or Table 3001.1 and 300.2 as per Technical Specificatio clause 301.5

1032.24

90837

88

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Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 401)

913.68

3563352

3900

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Providing, Laying, Spreading and Compacting Graded Stone Aggregateto Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well preapared surface and compacting with Vibratory Roller to achieve desired density and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 406)

516.12

2248734

4357

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Provinding and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm. Using mechanical means (Clause - 502)

2580.6

105804

41

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Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the granular surface treated with prime coat surface cleaned .(Clause - 503)

2580.6

38709

15

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Providing and laying 75 MM Dense Graded Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 4.50% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.5, 501.6 and 501.7 to achieve desired compaction, including supply of all material, labour, T&P etc. as required for proper completion of the work. (Clause 505)

193.57

2156369

11140

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Provinding and applying Tack Coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Clause - 503)

2580.6

33547

13

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Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.2 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification Clause no -507, including supply of all material, labour, T&P etc. as required for proper completion of the work.

103.22

1242149

12034

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Providing and Laying hot applied thermoplastic compound 2.50 mm thick including reflactorising glass beads @ 250 gms per SqM area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finish surface is to be lavel, uniform and free from streacks and holes as per MORTH Specification no ;- 803. including all material, Labour T&P etc as for proper completion of the work.

175.95

79177

450

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Reflective Raised Paverment Markers ( Road Studs/Cat Eye) Supply and fixing of reflective ralsed pavement market with its body surface Acrylonirite) or HIPS (Hi-impact Ploystyrence) or acrylonitrile butadiens slyrence (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face retro reflecting surface shall preferably be 35+_ 5 to base and area of each retro-reflecting surface shall be legibly marked with name trade mark or other means of identification of the manufacturer Dimensions of Road struds should not be less than 100 mm X 100mm X 10mm (As per SOR Lucknow Sl No. 5)

455.4

147549

324

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Earth work in excavation in ordinary soil (loam, clay, or sand) including lift up to 1.50 m and lead up to 30.00 m and also including filling watering and ramming of excavated earth. in to foundation trenches or in to the space between building and sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer In charge up to a distance of 50.00 m from foundation trenches as required for proper completion of the work

1147.1

154858

135

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Add to above item "earth work in excavation in ordinary soil" for additional 30.00 M lead or part of 30.00 M or 1.50 m lift or part of 1.50 M.

38.48

769

20

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Plain Cement Concrete with 40 mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 10:5:1 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 including curing and form work in foundation & floors.

111.6

379440

3400

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Plain Cement Concrete with 40 mm gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 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 including curing and form work in foundation & floors.

15.39

86184

5600

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Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 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.

1.76

12408

7050

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Providing and laying in position cement concrete of specified grade including the cost of centering and stuttering - All work up to plinth level 1:1½ :3 (1 Cement : ½coarse sand(zone-III): 3 graded stone aggreged 20 mm nominal size) in foundation and floor including curing etc complete.

11.16

80910

7250

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R.C.C. work providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excludig reinfoocement- Above plinth level upto fifth floor level in 1:1.5:3 (1 cenebt : 1.5 ciarse sabd : 3 graded stibe aggregate 20 mm noninal size)

4.9

41650

8500

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M-150 Brick work in 1:6 with cement and coarse sand mortar in foundation and plinth 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.

345.03

1552635

4500

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M-150 Brick work in 1:3 with cement and coarse sand mortar in foundation and plinth 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

56.21

297913

5300

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Mild steel or irom work in plain work such as reinforced oncrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, Hooks, Bindeng wire and authorized over lapping shall be measured upto floor to level.

7.69

61904

8050

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25 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and approved 12.5 mm gauge stone grit laid in panels finished with 3 mm thick floating coat of neat cement or cement and marble dust ratio of 5:1 as specified over and excluding base concrete but 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.

475

161500

340

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Flush Pointing with cement and sand of 1.5 F.M. mortar in 1 :2 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

1043

156450

150

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Struck Pointing with cement and sand of 1.5 F.M. mortar in 1:2 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

659.97

105595

160

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Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade and 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.

8.97

941

105

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Supply of 80mm thick I shaped ordinary coloured Mechanically compresssed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of D.P. cement mixed with 25% marble powder, including 25 mm thick compacted bed of fine sand. The compressive stength of concrete paver blocks shall not be less than 30MPa by weight 4.50 kg/no. including cost of all material, labour T&P etc. required for proper completion of work as directed by Engineer-in-charge. Laying of interlocking tiles of thickness 80 mm including leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of all labour T&P etc. complete

930

837000

900



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