Sree Sankaracharya University Of Sanskrit Tender
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Sree Sankaracharya University Of Sanskrit - SSUS Tender
Eprocure
Opening Date26 May 2018
Closing Date8 Jun 2018
Tender Amount₹ 46,37,915
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation of Road at Regional Centre, Tirur
Description
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Contact
Tender Id
2018_SSUS_206568_1Bid Award Id
ViewTender No
Engg/15835/SSUS/2017Tender Authority
Sree Sankaracharya University Of Sanskrit ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating with power roller of 8-10 tone each deposited layeras per direction of site Engineer-in-charge.Add for rollingwith power roller of minimum of 8 tonnes fro banking excavated earth in layers not exceeding 20cm indepth
4100
-
354.8
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Filling with contractor's own earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
2160
-
154.1
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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 ,1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40mm nominal size
5
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6146.3
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
8
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6762.3
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1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size)
1
-
7524
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Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
36
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519.65
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9 mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)
80
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244.7
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Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone .
107
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3829.2
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Providing and laying in position specified gradec of reinforced cement concrete, excluding the costb of centering, shuttering, finishing and reinforcement - all work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)
3
-
9018.85
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete TMT
300
-
93.5
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`Construction of granular sub - base by providing graded material, spreading in uniform layers with motor grader on prepard surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-III- For sub base- Mix in Place Method
360
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2794
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Providing, laying spreading and copacting graded stone agregate to wet mix mecadem specification including pre mixing the meterial with waterat OMC in macanical mix plant carriage of mixed materia by tipper to site,laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
355
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2922.95
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Supplying and stacking graded metal of 12mm in standard stack for measurements.
64
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2154.7
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Supplying and stacking graded metal of 6mm in standard stack for measurements.
22
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2095.85
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Providing, laying and rolling of open graded premix carpet of 20mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetation grade bitumen to required line,grade and level on a previously prepared base, after priming the WBM surface with 7.5 kg bitumen (VG30)per 10 sqm including mixing in a suitable plant,laying and rolling with a three wheel static roller of 80-100 KN capacity,finished to required level and grades, followed by a seal coat of 0.90 cum of 6 mm departmental aggregates premixed with8.64 kg of bitumen per 10 sqm.(Circular No CE/P1/Admn/1014/2005 dated 26-09-2014)
2360
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200.15
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