Water Resources Department Tender
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Costs
EMD
₹ 83,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Bid 27- 01 Of 2024-25 Construction Of Box Culvert Near Navo And Humepipe Culvert Near Sunakhania.
Description
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Contact
Tender Id
2024_CEBML_105880_22Bid Award Id
ViewTender No
e-Procurement Notice No.SEBID 01 of 2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
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Documents
BOQ Items
... More
M15 grade Plain Cement Concrete in Open Foundation, wall as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
714.42
6683
4774897.51
... More
RCC M-25 grade in Foundation raft of RCC Box culvert with form work using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). .( for foundation,Plinth & Base)
39.06
7863
307163.93
... More
RCC M-25 grade in substructure of RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).( for RCC wall & fin)
40.77
11904
485326.08
... More
RCC M-25 grade in superstructure of RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision). for Floor Slab
16.09
9848
158465.58
... More
Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of Fe-500 gr.) as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision).
8.81
8623
75970.39
... More
Laying Reinforced cement concrete 1000mm dia pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
40
7386
295456
... More
Providing and laying Filter material(Gravel) underneath pitching in slopes as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
14.74
1592
23474.92
... More
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space
7.2
1815
13073.04
... More
Rough stones dry packing in approns and revetment with hard granite stone 30cm and above size with cost, conveyance,royality etc complete and as per direction of Engineer-in-charge.
54.02
2980
161001.21
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
71.52
315
22564.56
... More
RCC M-30 grade in wearing coat including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section -1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2.94
14335
42147.25
... More
Painting two coats with synthatic enamel paints over a coat of primer on any elevation on road kerb, parapet & guard post etc complete including cost of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
14.94
82
1235.54
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