Rural Development Department Tender
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Costs
EMD
₹ 11,400Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
S/r To Salki Bridge At Ch 2.800km.on Koinjhar Nuasahi Via Ratakhandi Road Such As Bridge Approach Sdbc And Retaining Wall In The District Of Kandhamal For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_110210_4Tender No
Online Tender/12/SERWD PHULBANI/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
Online transfer of cost of tender paper, cost of EMD, Valid GSTIN, Valid PAN, Affidavit, Registration Certificate with other required valid documents as per the DTCN Clause
Online transfer of cost of tender paper, cost of EMD, Valid GSTIN, Valid PAN, Affidavit, Registration Certificate with other required valid documents as per the DTCN Clause
BOQ Items
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distrubutor @0.20kg per sqm on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoST&H specification for Road & Bridge works (4th Revision)
876
13
12176.4
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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously preparede surface hydrostatic paver finisher with sensore control to the reequired grade, level & alignment & rolling with vibratory roller including cost conveyance chips and bitumen etc. complete as per the specification and direction of the Engineer-in-Charge.
45.99
8948
411555.77
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment with all other T&P articles excluding/ including cost and conveyance of chips and bitumen complete as per the specification and direction of the EIC
21.91
11213
245691.95
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Clause 305 of MoRT and H Specifications for Road and Bridge works
527.87
203
107511.28
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Earthwork in excavation of foundation in hard or gravelly soil within 50m initial lead and 1.5m initial lift includimg rough dressing and breaking clods to maximium 5cm to 7cm and laying in layers to exceeding 0.3m in depth with cost and conveyance of all materials royalty and taxes of all materials cost of labour T&P required for the work etc.complete as per the direction of the Engineer-in-Charge
27.54
270
7460.59
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Supplying filling in foundation and plinth with sand of approved quality in proper layers well watered and rammed with cost, conveyance, royalty, Cess and taxes of all materials and labour, T&P etc. complete as per specification and direction of the EIC.
4.59
507
2327.54
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Providing and laying plain cement concrete M-15 nominal mix 1:2.5:5 in foundation and plinth using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with T and P articles required for the work etc. complete as per specification and direction of the EIC(In open foundation
4.59
5802
26634.76
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Providing and laying plain cement concrete M-15 nominal mix 1:2.5:5 in substructure using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with Tand P articles required for the work etc. complete as per specification and direction of the EIC In substructure
47.69
5944
283508.47
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Providing weep hole in brick masonry /plain/reinforcement concrete abutment/wing wall / return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1(V) to 20(H) towards drawing face etc complete as per the specification and direction of the Engineer-in-Charge
14.3
110
1574.57
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