Gauhati University Tender
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Gauhati University Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Aug 2022
Closing Date13 Sep 2022
Tender Amount₹ 61,63,563
Costs
EMD
₹ 1,23,271Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GU_26736_1Bid Award Id
ViewTender No
T/22-23/89 Dated 23.08.2022Tender Authority
Gauhati University ViewPurchaser Address
-Website
http://https://www.gauhati.ac.in/
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Documents
BOQ Items
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
464.61
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887 using emulsion pressure distruibuter including preparing the surface & cleaning with mechnical broom. With medium setting bitumen emulsion on WBM /WMM @ 0.4Kg/sqm.
4034
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-
Providing & laying bituminous macadam using crushed stone aggregates of specified gradding premix with bituminous binder transferred to site by tripper, laid over a previousely prepared surface with paver finisher equipped with electronic sensor to the required grade , level & alignment and rolling smooth wheeled vibratory and tandem roller asper specification to achive the desired compaction and density , complete as per specification & directons of Engineer-in -Charge.
50 to 100mm average compacted thickness with bitumen of grade V-30 @ 3.5% (by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
201.71
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Providing & laying semi-dense Bituminous concrete using crushed stone aggregates of specified grading, premixed wth bituminius binder and filler , transporting the hot mix to work site by trippers, laying with paver finisher equiped with electronic ensor to the required grade, level and alignment and rolling with smooth wheeled vibratory & tandem roller to achive the desired compaction and density as per specification , complete and as per direction of the Engineer-in-charge. 25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% ( percentage by weight of aggregates) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
4034
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-
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road
570
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-
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
900 mm dia RCC pipes.
10
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Providing soling in foundation and under floor with
stone/ best quality picked jhama brick, sand packed
and laid to level and in panel after preparing the
subgrade as directed including all labour and materials
and if necessary dewatering, complete.
a) Brick on flat soling
7.5
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-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1.2
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
14.4
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