Uttar Pradesh State Industrial Development Authority Tender
If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of <a href="https://etender.up.nic.in">etender.up.nic.in</a> - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Eprocure
Opening Date11 Jun 2021
Closing Date28 Jun 2021
Tender AmountRefer Documents
Costs
EMD
₹ 65,040Document Cost
₹ 2,155Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_SIDC_594437_1Bid Award Id
ViewTender No
cd_8_14_dt_27052021Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Mechanical compaction of earth to achieve 95 % proctor density including necessary roller & POL etc.
867
-
-
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.
173.4
-
-
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.
130.05
-
-
Providing and laying 75 mm thick 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 @ 4.5 % of the mix, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve desired compaction, including tack coat & supply of all material, labour, T&P etc. as required for proper completion of the work.
65.03
-
-
Providing and laying 40 MM thick Bituminous Carpet 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 @ 5.40 to 5.60 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 -509 including tack coat , complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.
45.9
-
-
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 level, uniform and free from streacks and holes as per MORTH Specification no. 803.
52.02
-
-
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 as in P.W.D. S.I. No.251
214.2
-
-
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.
35.7
-
-
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.
90.44
-
-
25 mm thick Plain Cement Concrete with cement , approved coarse sand & 20 mm gauge approved stone grit in the proportion of 1:2:4 with 3 mm thick floating coat of neat cement without base concrete 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.
119
-
-
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.
238
-
-
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.
272
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements