Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date13 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 7,49,63,313
Costs
EMD
₹ 17,69,134Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_928551_1Bid Award Id
ViewTender No
cd_8_458_dt_15032024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
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 as per (Kanpur SOR Chapter 26. SI.No. 14)
5722.2
503553
88
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Construction of Granular Sub Base Grading I) 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) Grading I
4291.65
16741726
3901
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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)
2861.1
12474396
4360
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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
14305.5
586525
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 prepared bituminous surface cleaned with mechanical broom.
14305.5
214582
15
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Providing and laying 75 MM Dense Graded Bituminous Macadam Grading II) 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 clause501.5, 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)
1073.04
11939716
11127
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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 prepared bituminous surface cleaned with mechanical broom.
14305.5
185971
13
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Providing and laying 40 MM thick Bituminous Concrete (Grading II) 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 to 5.6 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 Specificatio Clause no -507, including supply of all material, labour, T&P etc. as required for proper completion of the work. Grading II
572.22
7232288
12639
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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.
975.38
438921
450
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Reflective Raised Pavement markers ( Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made fo tough ASA (Acrylic styrene Acrylonirite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens slyrenc (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 not be less than 13.0 sqcm road studs shalls be legibly marked with name trade mark or other means of identification of the manufacturer Dimensions of road studs should not be less than 100mm X 100mm X 10mm (As per SOR Lucknow SI No. 5)
2524.5
817938
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 30.00 m from foundation trenches as required for proper completion of the work
5746.85
775824
135
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Add to above item "earth work in excavation in ordinary soil" for additional 50.00 M lead or part of 50.00 M or 1.50 m lift or part of 1.50 M. P.W.D. S.I. NO. 254
500.24
10004
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
585.8
1991720
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
200.07
1120392
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.
22.88
161304
7050
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R.C.C. work providing and laying in position specified grde 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)
63.7
541450
8500
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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.
100.01
805080
8050
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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
1940.94
8734230
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.
730.73
3872869
5300
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25 mm thick 1:2:4 cement concrete floor with cement, approved coarse sand and approved 20 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 without base concrete and removing any over lapping mortar at the joints of the panels if any and giving them a uniform finish 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.
2369
805460
340
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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
3644.61
583137
160
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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
5762
864300
150
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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.
116.61
12244
105
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