Banda Development Authority Tender
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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
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
-
7.8
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
-
2458.3
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
-
25.7
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
-
13.7
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
-
6119
Providing, laying semi-dense bitumininous concrete with 100-120 TPH batch type HMP produsing an avreage output of 75 tonne per hour using crushed aggregates of specified grading , permixed with bitumininous binder (C.R.M.B.) @4.50 to 5 per cent of mix and filer, transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the requried grade, level and alignment, rolling with smooth wheeled, vibratory and tendam rollers to achive the desired compacting as per MORTH specification clause 508 complete in all respect
315
-
7567
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
-
2372.8
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
-
840
Brick edging on one side of the road with first class bricks 12cm. Wide and 23 cm deep laid with 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 the E/I
500
-
111.75
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)
154
-
110
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
-
4200
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
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
-
5500
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