Banda Development Authority Tender
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Banda Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jun 2022
Closing Date21 Jun 2022
Tender Amount₹ 1,01,40,323
Costs
EMD
₹ 2,02,810Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_BDA_708040_1Tender No
437/Etender/BDA/202-23(2)Tender Authority
Banda Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Providing, laying, spreading and compacting graded stone aggregate to 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 macanical paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. as per MORTH specification No. 406 (PWD Analysed Rate)
809
-
2527.2
Providing and applying primer cote with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using mannual means- clause-502
8085
-
25.4
Providing and applying tack coat with V.G-10 bitumen using bitumen pressure distributor @ 0.30 to 0.45 kg. per sqm. on prepared bituminous surface cleand with mechanical broom as per morth clause-503
16170
-
14.3
P/L dence graded bituminous macadam with 100 TPH hot mix plant producing an average output of 75 tuns per hours using crushed aggregates of specified grading, primixed with bituminous binder @ 4.00 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level an alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compection as per MORTH specification
405
-
7502.1
P/L dense bituminous concrete with 60 - 90 TPH batch type HMP producing an average output of 75 tuns per hours using crushed aggregates of specified grading, primixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level an alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compection as per MORTH specification clause- 509 complete in all respect
243
-
8713.5
Brick eadging 12 CM. Wide and 23CM deep complwte with all respect.
1155
-
111.75
Earht work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 mtr (20") in depth earth work embankment to be in 20 cm (8")- layers including 1.5 Mtr. (5ft.) lift 30 mt (100 Ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 mt (100 Ft.) distance as directed by the Engineer-in-charge ( SI NO. 253)
1010
-
100
Cartage of earth . Kankar, Coal, grit or sand itc. Including loading and unloading from 01 KM. (SI No 231A)
675
-
100.7
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