Unnao Shuklaganj Development Authority Tender
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Unnao Shuklaganj Development Authority Tender
Civil And Construction
Eprocure
Opening Date15 Oct 2018
Closing Date25 Oct 2018
Tender Amount₹ 10,19,543
Costs
EMD
₹ 20,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_USDA_262360_1Bid Award Id
ViewTender No
702/V.Pra(2018-19) Date 12-10-2018Tender Authority
Unnao Shuklaganj Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Excavation in foundation in ordinary soil (Loan clay or sand) including lift up to 1.5 m (5 fts.) and lead up to 30 m (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I. upto a distance of 30 m. (100 fts.) from the foundation trenches. PWD SI. NO. 251/17-18
33
3135
95
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Deduct Brick Bats for to be used
7
-9240
-1320
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Earth in cutting or in embankment in ordinary soil excavation to be done form of reular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and also including 1.5 M litf and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge PWD SOR SI No 253/2017-18.
59
5605
95
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Providing and laying in cement concrete 4:2:1 of not less than strength of M150 stone ballast (20 mm. nominal size) :2 approved coarse sand:1 cement and curing complete, including cost of formwork in foundation and floors.UPPWD S.O.R. S.I. No.279(b)/2017-18
2
12000
6000
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P/L granular sub base (GSB) Granular sub base with compacted layer etc all completeby providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per MORT&H clause 401. Grading-I (Table 400-2) (Approved rate.)
66
207893
3149.9
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P/L cement concrete 1 :6 :12 (1 cement: 6 F sand: 12 graded brick ballast 40 mm nominal size) including supply of all materials, labour & T&P etc. reqd. for proper completion of work as per direction of E/I. (PWD SI No.274/ 17-18
8
22000
2750
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Supply and laying of 80 mm thick Rubber moulded Zig Zag shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure and controled vibraton machine having plan dimention dimension 200x(160+120mm) with miniumum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa, 4.50 kg/No. in bed 4 cm. thick sand including all material, labour, T&P etc. required for proper completion of work and also d Rate)
718
620352
864
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet).(PWD SOR S.I.No.692/2017-18)
12
4800
400
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First Class brick work in 1:4 cement & and coarse sand Mortar in foundation and plinth including supply of all materials, labour and tools & plants etc reqd for proper completion of the work. (PWD SI No.305b/ 17-18
27
132840
4920
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12 mm. thick plaster With 1:3 cement & and coarse sand Mortar.. UPPWD S.O.R. S.I. No.583/2017-18
75
12000
160
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