Awadhesh Pratap Singh University Tender
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Awadhesh Pratap Singh University - APSU Tender
Eprocure
Opening Date15 Mar 2019
Closing Date27 Mar 2019
Tender Amount₹ 24,24,234
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APSU_25419_3Bid Award Id
ViewTender No
Uwd/2019/1029 Rewa dated7/3/2019Tender Authority
Awadhesh Pratap Singh University ViewPurchaser Address
-Website
http://http://apsurewa.ac.in/
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Documents
BOQ Items
Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc complete. Cement mortar 1:4 (1 cement : 4 sand)
29.76
-
5236.2
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works)
181
-
342.9
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M 20 –Grade Concrete
233
-
4581.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT)
9715.5
-
60
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40mm nominal size graded stone aggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
324.8
-
3427.2
20 MM. Cement plaster 1:6
1311.48
-
140.4
Construction of hard shoulders with approved meterial selected Soil i/c excavation all lift and leeds i/c grading of required slope and camber of 4 % and compacting using vibratory roller of 80 to 100 kn. Static weight to meet requirement as per relevent clause of 400(B) Hard shoulder (CBR value 12)
236.8
-
162.9
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