Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 3,66,43,147
Costs
EMD
₹ 8,64,778Document Cost
₹ 8,056Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_966645_1Bid Award Id
ViewTender No
CD-8_57_Dt_05.08.2024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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)
8700.35
88
-
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 401-1) Grading I (as per MorRTH
1887.56
3263
-
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) as per MoRTH
2184.84
3589
-
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 as per MoRTH
10924.2
33
-
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. (As per MoRTH 503 II)
10924.2
12
-
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 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) as per MoRTH
819.32
9281
-
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. As per MoRTH 503 I
10924.2
10
-
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 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
436.97
10615
-
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.
585.23
515
-
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)
1515
2695
-
Earth work in excavation by mechanical means (Hyraulic excavator)/manual meansin foundation trenches or drains (not exceeding 1.5m in width, or 10 sqm on plan)] including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m.
179.4
213
-
Extra for every additional lift of 1.5 m or part there of in excavated or stacked materials.
171.7
265
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:4:8(1 cement :4 coarse sand (zone -III) :8 graded stone aggregate 40 mm (nominal size)
47.84
5656
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:2:4(1 cement :2 coarse sand (zone -III) :4 graded stone aggregate 20 mm nominal size)
5.6
6643
-
Providing and laying in position specified grade of reinforced cement concrete, exculding the cost of centering, shuttering, finished and reinforcement- All work up to plinth level :1:1½ :3 (1 Cement : ½ coarse sand (zone-III): 3 graded stone aggreged 20 mm nominal size)
16.1
7433
-
Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand)
168.6
6570
-
Steel reinforcement for R.C.C. work including strainghtering, cutting, bending, placing in position and binding all complete upto plinth level . Thermo-Mechanically Treated bars of grade Fe-5000 or more.
25.29
7400
-
Cement concrete flooring 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate.
40
416
-
Flush Pointing with cement and sand of 1.5 F.M. mortar in 1:3 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
70
118
-
Struck Pointing with cement and sand of 1.5 F.M. mortar in 1 :3 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
29.97
118
-
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.
29.97
85
-
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