Water Resources Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class "A" and Class "B".
Technical Capacity
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The bidder is required to have prior work experience, with specific details including the number of years of experience as a prime contractor in their own country and other countries, as well as experience in a joint venture. They need to provide information on the minimum quantities of important and critical items of work, such as Wet Mix Macadam, Bituminous Macadam, and Semi-dense Bituminous concrete, with a minimum quantity of 40% of the estimated annual quantity of execution. The qualifying quantity turnover for certain items is specified, with values of 15,028 Cum for WMM and 7,514 Cum for BM and SDBC. The bidder's performance record for the last three years is also required, including details of work completed and work on hand, with specific values and percentages mentioned in some cases, such as the percentage of physical completion and amount billed for work completed. However, in some sources, the required prior work experience for the bidder is not explicitly mentioned, but it is stated that the bidder should submit a "List of similar nature works" as part of the Technical Bid, implying some experience in similar works. No specific value or percentage is mentioned for similar works completed.
Costs
EMD
₹ 2,53,130Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEBBU_111002_1Tender No
ACECCB-04(03)/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty etc. complete as per direction of the Engineer-in-Charge.
201.24
1096
220619.41
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Plain Cement concrete M-15 grade with CBHG coarse aggregate 40mm down graded metal of approved quality mixing by concrete mixture and placing manually,compacting with vibrator including cost of all materials,labour charges with all lead by mechanical means and placement within initial leads of 50m and initial lift of 1.50m for mixing concrete including conveyance, royalty & taxes etc. of all materials, T&P, watering & curing, B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
100.62
5297
533014.33
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Providing formwork for Concrete with F1 finish for upstream faces of dam,spillway ,glacis of barrages,unexposed surfaces of foundation .block joints etc.with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour,materials and T & P etc.Complete as directed by the Engineer-in-charge.
1170
748
876096
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Supplying, fitting and placing un-coated M.S bar reinforcement complete as per drawing and technical specification etc. complete as directed by the Engineer-in-charge.
197.96
8801
1742285.55
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Cement concrete M-20 grade with CBHG coarse aggregate 20mm down graded metal of approved quality mixing by concrete mixture and placing manually,compacting with vibrator including cost of all materials,labour charges with all lead by mechanical means and placement within initial leads of 50m and initial lift of 1.50m for mixing concrete including conveyance, royalty & taxes etc. of all materials, T&P, watering & curing, B&O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.
208.26
6054
1260951.82
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Excavation in all kinds of soil including moorum, stoney earth, gravel etc.excepting all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 1.5m initial lift as per the direction of Engineer-in-charge including stacking of useful materials as directed by the Engineer-in-charge.
306
248
76132.8
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Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause 305 of MoSRT&H specification for Road and Bridge Works (4th Revision) and T&P required for the work in all respect as per the direction of the Engineer in charge.
1912.5
36
68850
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A) Excavation of any approved type of soil in approved borrow area by mechanical means and loading into and transportation by mechanical means and unloading the soil on properly prepared and scientifically approved surface excluding watering and compaction in embankments of canal for al heights including construction, maintenance, watering and lighting of haul road and borrow area etc complete as per the direction of the Engineer in charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)
9906.75
288
2860078.73
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Construction of granular sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1, 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 Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
2295
1759
4037823
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and T&P required for the work in all respect as per the direction of the Engineer in charge.
1989
2417
4809004.2
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Cleaning the existing granular base surface including removal of binding materials and other foreign materials within wire brushes and small picas, sweeping within brooms or soft brushes and finally destiny within old gunny bags and or compressed air to receive bitumen etc. all labour charge, T&P, B & O.C. workers welfare cess etc. complete as directed by the Engineer – in – charge.
9945
22
221773.5
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H specification for Road and Bridge works and T&P required for the work in all respect as per the direction of the Engineer in charge.
9562.5
32
312693.75
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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 a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
478.13
7921
3787602.42
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and T&P required for the work in all respect as per the direction of the Engineer in charge.
19125
11
227587.5
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Providing and laying Semi Dense Bituminous Concrete(SDBC) 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, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and T&P required for the work in all respect as per the direction of the Engineer in charge.
239.06
9600
2295038.12
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Providing for spreading moorum and consolidation with HRR including watering, cost, conveyance & royalty of moorum, T&P, B&OC, workers welfare cess etc. complete as directed by the Engineer-in-Charge.
688.5
1113
766782.45
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Fine dressing and turfing the slopes of the dam / dyke / canal embankment with compacted dub grass with initial lift and lead including all labour T&P required for the work in all respect as per the direction of the Engineer in charge.
19125
31
610087.5
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes in all respect as per the direction of the Engineer in charge.
510
254
129642
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