UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Mar 2024
Closing Date27 Mar 2024
Tender Amount₹ 5,85,76,738
Costs
EMD
₹ 11,71,600Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UTDNH_7054_1Bid Award Id
ViewTender No
E TENDER NOTICE NUMBER 74 OF 2023-2024Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://https://daman.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Emty boring through all sorts of strata for providing 1.20 Mt. diameter R.C.C. bored piles to required depth, required depth including providing necessary casing pipe with all plants and equipments as required complete.
955
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Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. raft and cut-off walls including necessary shuttering, laying, vibrating, ramming and curing complete. (more than 10 tonne)
124
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Providing and laying controlled cement concrete M-450 for R.C.C. bored piles of 1.20 Mt. diameter including ramming, vibrating and finishing complete (more than 10 tonne)
1080
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Providing and casting in situ controlled cement concrete M-350 for R.C.C. pile cap including necessary formwork, ramming, vibrating and finishing complete (more than 10 tonne)
964
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Providing and casting in situ controlled cement concrete M-300 for R.C.C. returns as per drawings including centering, shuttering, scaffolding where necessary, laying, ramming, vibrating, curing and finishing complete.
891
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Providing and casting in situ controlled cement concrete M-250 for R.C.C.solid slab including centering, shuttering, scaffolding, laying, ramming, vibrating, curing and finishing complete.
980
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Filling available excavated 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 at all lead and lifts etc. completed
1112
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Providing and fixing Separation Membrane of impermeable plastic sheeting 125 micron thick or tar paper as per drawing and as directed
240
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Providing and laying 12 mm thick pre - moulded asphalt filler joints as per drawing and as directed
15
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Providing and laying 20 mm thick compressible shalitex board at joints as per drawing and as directed
90
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Providing and laying in position FE 500D TMT bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawings for the following. (A) Piers (B) Abutments (C) R.C.C. returns
314
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(B) Solid slab, approach slab, railing, curb beam
79
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Providing and laying empty cement bag filled with good selected earth including stiching and laying as and where required to protect intrusion of water during construction of minor bridge.
7120
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Providing and fixing in position copper plate as per design for expansion joints (2 mm thick).
236
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Provding G.I. 100 mm diameter water spouts including necessary iron gratings as per drawings.
36
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Providing flood guage marks on substructure as per design including painting complete
8
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Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg. of cement and 0.25 cubicmetre of coarse sand for expansion joints.(100 x 10 mm)
25
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Providing and laying weep hole in Abutments and returns by using PVC pipe of 75 mmdia 6kg/cm including laying in proper grades and jointing the completed as per detailed specification.
109
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Providing and laying filter media 600 mm thick directed at the back of abutments, returns and wing walls as per detailed specificatins
109
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Load testing of foundation piles including loading with necessary kentledge or any other suitable method as directed.
Group of two or more piles upto 227 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) for a length of 16 meter.
2
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Routine test (Test Load 1.5 times the Safe capacity) for a length of 16 meter.
3
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Providing and applying Epoxy paint of approved make to concrete surface for bridge pier, beam, cap, railing etc. including clearing the surface by scrapping and air blowers to the satisfaction of Engineer in charge necessary scafolding etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per IS codes. For new surfsce - Two coats
2488
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