Banda Development Authority Tender
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The Banda Development Authority has issued a formal invitation for competitive bids for Procurement of Tulsi Nagar Awasiya Yojna Pratham Charan in Banda, Uttar Pradesh, with an estimated contract value of Rs. 1,54,47,692. The bid opening date for this tender is 18-02-2019 and the last date for bid submission is 28-02-2019. Interested bidders for Banda Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Banda Development Authority Tender
Civil And Construction
Eprocure
Opening Date18 Feb 2019
Closing Date28 Feb 2019
Tender Amount₹ 1,54,47,692
Costs
EMD
₹ 3,24,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Procurement of Tulsi Nagar Awasiya Yojna Pratham Charan
Description
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Contact
Tender Id
2019_BDA_311970_1Bid Award Id
ViewTender No
755(2)/ETENDER/BDA/2018-19/SN1Tender Authority
Banda Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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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
12582
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25.7
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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 vibratory wheel roller to achive the desired density, complete as per technical specification clause-401.
468
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2372.8
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Cement concrete with 2 cm. gauge approved stone ballast, approved coarse sand cement, in proportion 4:2:1 Including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (S.I. 279A)
20
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5500
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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)
212.5
-
5300
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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
1259
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2458.3
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm. Removeal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceble material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201/2018
5260
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3.8
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Cartage of earth from 6Km distance to the work site. Including loding & unloding but excluding stacking complete with all respect.
1100
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171.7
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Scarifying the existing Bituminous road surface to a depth of 150mm. And disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per technical specification clause 301.4
6000
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7.8
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Providing and applying tack coat with V.G-10 bitumen using bitumen pressure distributor @ 0.35 to 0.45kg. per sqm. on prepared bituminous surface cleand with mechanical broom as per morth clause-503
25164
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13.7
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Providing & laying bituminous macadam with 75 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with machanical paver finisher to the required grade, lavel and alignment & rolled as per morth specification to achieve the desired compaction.
630
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6119
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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)
1100
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90
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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)
3700
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840
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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)
82
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4200
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