Banda Development Authority Tender
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Banda Development Authority Tender
Eprocure
Opening Date8 Apr 2021
Closing Date22 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 2,19,330Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDA_580523_1Bid Award Id
ViewTender No
1202/ETENDER/TNY/SIDEPATRITender Authority
Banda Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Construction of granular sub-base by providing well graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kn static roller to achive the desired density, complete as per technical specification clause-402. (PWD Analysed Rate)
1050
-
2372.6
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)
930
-
2464.2
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
4040
-
25.7
Providing and applying tack coat with V.G-10 bitumen using bitumen pressure distributor @ 0.30 kg. per sqm. on prepared bituminous surface cleand with mechanical broom as per morth clause-503
4040
-
14.4
P/L dense graded bituminous macadam with 100 - 120 TPH batch type HMP producing an average output of 75 tuns per hours using crushed aggregates of specified grading, primixed with bituminous binder @ 4.0 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 clause- 507 complete in all respect
202
-
7506
P/L bituminous concrete with 100 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
101
-
8729
Brick edging on one side of the road with first class bricks 12cm. Wide and 23cm. Deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing and ramming etc. complete as per deriction of E/I
1100
-
81
P/L of rubber moulded Zig Zag interlocking concrete Block pavements having thickness 80 mm. as per drawings and technical specification clause 1504.(SI. No. 6.7)
1100
-
840
Earth work in excavation in foundation, pipes cable etc. in ordinary soil (loam clay or sand) including lift upto 1:5m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer I/C (Sl no. 251)
87
-
120
Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand cement, in proportion 8:4:1 Including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI No. 281)
25
-
4300
Class 150 Brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation & plinth including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. (S.I. 305)
54.5
-
5300
cement concrete with 2cm gauge stone grit, course sand, cement in praportion of 3:1.5:1 including supply of all material labour , T&P Etc. requried for proper completion of the work (SI.No. 279B)
6.5
-
6100
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