UT Administration Of Daman And Diu Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Daman And Diu Tender
UT Administration Of Daman And Diu Tender
Eprocure
Opening Date31 Dec 2018
Closing Date15 Jan 2019
Tender Amount₹ 3,98,64,431
Costs
EMD
₹ 7,97,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UTDNH_3755_1Bid Award Id
ViewTender No
E TENDER NOTICE NUMBER 29 OF 2018-2019Tender Authority
UT Administration Of Daman And Diu ViewPurchaser Address
-Website
http://https://daman.nic.in/
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Documents
BOQ Items
(b) In cement concrete.
292
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(c) R.C.C. for super structure.
6
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Dismentalling the existing R.C.C. pipes of the following diameter including sorting out and stacking of the useful materials including refilling the trenches etc. complete as directed. (NP-2 pipes) (a) 225mm to 400mm dia.
23
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(b) 450mm to 600mm dia.
33
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-
(c) 650mm to 900mm dia.
163
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Dismentalling the existing road surface including disposing off the dismentalled materials and stacking the useful materials as directed. (a) Asphalt road.
135
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-
(b) W.B.M. Road.
158
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-
EARTHWORK AND NEW CANAL LINING Clearing the canal land width including removing the shrub ,bushes ,cactus,weeds, other vegetation i/c cutting down trees upto 0.50 cm girth & deposing the removed materials outsides the canal land width upto lead of 50 mt. as directed etc. complete. (Without water pool ).
32088
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-
Excavation of canal/drains in all sorts of soils (including wet and slushy condition of soil) including yellow, sandy and gravelly soils & soft murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter and lift shown below including clearing the site etc. complete. (manual operation without dewatering) (a) Up to 1.50m.
12934
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-
(b) 1.50 to 3.0m.
1941
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-
(c) 3.0 to 4.50 m.
647
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-
(d) 4.50 to 6.0m.
647
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-
Excavation of canal/drains in hard murrum including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meter andliftshownbelowincludingclearing the site etc. complete. (manual operation without dewatering) (a) Up to 1.50m.
971
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-
(b) 1.50 to 3.0m.
4851
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-
(c) 3.0 to 4.50 m.
324
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-
(d) 4.50 to 6.0m.
324
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-
Excavation of canal/drains in soft rock including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section upto lead of 50 meterandliftshownbelowincludingclearing the site etc. complete. (manual operation without dewatering) (a) Up to 1.50m.
324
-
-
(b) 1.50 to 3.0m.
971
-
-
(c) 3.0 to 4.50 m.
4851
-
-
(d) 4.50 to 6.0m.
324
-
-
Excavation of canal/drains in hard rock including blasting, depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing thecanal sectionuptolead of 50 meter and lift shown below including clearing the site etc. complete. (manual operation without dewatering) (a) Up to 1.50m.
647
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-
(b) 1.50 to 3.0m.
647
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-
(c) 3.0 to 4.50 m.
971
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-
(d) 4.50 to 6.0m.
971
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-
Earthwork in embankment using selected soil, soft & hard murrum excavated from approved borrow area/village tanks etc.including breaking clods, dressing to the design section with lead up to500 meter and all lifts.(By JCB-4CX machinary)
5640
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Compaction of Earthwork in embankment in layers 15 to 20 Cms at requisite moisture content to required dry density not less then 85% of corresponding proctor maximum dry density including watering, rolling with suitable type of roller etc. complete.
5640
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Providing and laying plain / reinforced cement concrete of cement sandandmetal( 20 mm to 25 mm size) in (1:2:4) proportion laid in situ including centering shuttering temping smooth finishing curing etc. comp. as directed for all leads and lifts. For Sleeper Beam
160
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-
Trimming of the canal section manually for preparing sub grade for laying cement concrete.
25488
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Providing and laying plain / reinforced cement concrete lining of 1:2:4 proportion(conventional mix ) in bed, side slopes and curvature including mixing, transporting placing, smooth finishing, curing including dewatering where required.( Manually with conventional mixer). (b) 10.0cm thick lining in bed & slope. (with water curing).
25488
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Providing and filling Asphalt of the approved make and sand in the expansion and contraction joints in the C.C. lining including clearing the joints with air water jet.
8496
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-
CONSTRUCTION OF CD WORK, CANAL SYPHON, VILLAGE ROAD SLAB AND PIPE ENCASING ETC. Excavation for Foundation in all sorts of Soil Includind sandy and gravelly soil , soft murrum including depositing the excavated stuff as and where directed including back filling the trenches with suitablle excavated stuff etc.complete for lead up to 50 mt and lifts as under. ( Manually without dewatering ) (a) Lift up to 1.50 mt.
3268
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(b) 1.50 meter to 3.00 meter.
1494
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Excavation for foundation in hard rock including blasting and chiseling if necessary sorting out and stacking seperately the usable rubble, depositing the excavated stuff as and where directed including back filing trenches with suitable excavated stuff etc. complete for lead upto 1.0 Km. and all (a) Above water table.
1494
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-
Providing andlaying Plain/Reinforced cement concrete of cement, sand and metal (above 12mm & upto 20mm size) in following proportion laid in situ including centering, shuttering, temping,smooth finishing, curing etc. complete as directed for all leads and lifts 1:3:6 Cement cocrete.
153
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-
1:2:4 Cement concrerte.
479
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-
1:1.5:3 R.C.C.
1259
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-
Providing and fixing in position (different diameter) I.S NP3 class reinforced pipe with caulking the joints with cement mortar 1:1 proportionusingjute stringsoakedincement slurry, finishing joints, and laying pipes to the designed grade and levels, curing etc. complete for all lead and lifts. NP3 Class 300 mm dia Pipe.
300
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NP3 Class 600mm dia Pipe.
60
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-
NP3 Class 750mm dia Pipe.
45
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-
NP3 Class 900mm dia Pipe.
90
-
-
NP3 Class 1000mm dia Pipe.
450
-
-
NP3 Class 1200mm dia Pipe.
120
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ProvidingandplacinginpositionTMT(Fe500) reinforcement barsincluding cutting,bending welding, joints where necessary, hooking etc. complete as per drawing for all lead and lifts.
168
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Manufacture, Supply and erection of vertical gate consisting gate leaf, stiffners, rubbre seal, embedded parts as shown in drawings including cost of all materials, fabrication, painting, erection in position with all accessories as per drawing and specifications. 1.20m to 1.20m Size Pipes Types Gate.
1
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1.50m to 1.25m size Open Type Gate.
1
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-
Providing and fixing M.S. outlet of 200mm dia with necessary locking arangement in the chamber as directed etc. complete.
20
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