Works Department Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
₹ 9,25,674Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Ulb Road From Bus Stand To Durga Mandap-sardar Patel Road, Mahulagadia Chhak To Birendra Pattanaik Hous Via Central School, P.w.d. Road To Shree Hari Vihar Road, Thana Chhak To Electric Chhak Via Phd Office, Municipality Chhak To
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_EICCL_107128_3Tender No
15 of 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.complete as per the direction of Engineer-in-charge
441.47
-
15892.92
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.complete as per the direction of Engineer-in-charge
4858
-
173964.98
Construction of granular sub-base by providing Gr.-VI material, 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.complete as per the direction of Engineer-in-charge
452.04
-
1008862.87
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.complete as per the direction of Engineer-in-charge
300
-
745476
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 means.complete as per the direction of Engineer-in-charge
53365.77
-
653197.02
Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45) complete as per the direction of Engineer-in-charge
39.2
-
294991.76
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total complete as per the direction of Engineer-in-charge
382.46
-
3448282.31
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, complete as per the direction of Engineer-in-charge
833.13
-
8139388.5
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.complete as per the direction of Engineer-in-charge
33071.92
-
44050474.56
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blend , By semimechanise method.complete as per the direction of Engineer-in-charge
176.67
-
666139.54
Providing un-reinforced down jointed M-30 grade cement concrete pavement by semi-mechanized method over a prepared sub-base as per approved mix design using 43 grade cement not less than 400kg /cum course and fine aggregate confirming to IS:383, maximum size of course aggregate not exceeding 25mm, conmpacted and finished in a continious operation inclduing provision of contraction, expansion, construction and longitudinal joints and cost and conveyance of all materials including joint filler separation membrance, sealant primer, joint sealand finishing to lines and grades as per approved drawing and technical specification and as per direction of the Engineer in charge
866.93
-
5978687.38
Providing 80mm thick paver block in shoulder with 50mm sand bed including laying, cost, labour etc all complete. as per the direction of Engineer-in-charge
1200
-
730080
ROAD SAFETY
-
-
-
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.complete as per the direction of Engineer-in-charge
4002.51
-
1115219.36
Providing and fixing of road stud 100x100mm diecact in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflector, installed in concrete or asphaltic surface by drilling hole 30mm upto depth of 60mm and bonded in a suitable bituminous grout or epoxy motar as per BS:873 (Part 4) 1973.complete as per the direction of Engineer-in-charge
1532
-
432024
Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing.complete as per the direction of Engineer-in-charge
-
-
-
(i) Facility Information signs (800x600 mm)
58
-
389574.98
(ii) Route marker signs (450x600 mm)
28
-
139785.52
(iii) Cautionary signs triangular 900mm side.
78
-
441284.22
(iv) Circular 600 mm dia.
56
-
285549.04
(i) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
10.08
-
123044.14
(ii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)
10.8
-
139935.6
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with complete as per the direction of Engineer-in-charge
3873.31
-
357738.91
Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charge
527.73
-
421735.43
P C C- M15 as levelling coarse with 40 mm size C.B. Metal of approved quality 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. complete as per the direction of Engineer-in-charge
357.22
-
1914784.93
M20 grade Bed concrete at specified locations as per the schedule mentioned in Drawings and as per the direction of Engineer-in-charge
72
-
432841.68
RCC M-20 grade 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 complete as per the direction of Engineer-in-charge
-
-
-
Base slab
391.95
-
2429443.28
Wall (Both side)
817.02
-
6985267.72
Cover Slab
418.95
-
3239702.64
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.complete as per the direction of Engineer-in-charge
83.66
-
7249414.24
Filling Foundation & plinth with excavated earth complete as per the direction of Engineer-in-charge
1231.18
-
75816.06
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (including cost of steel) complete as per the direction of Engineer-in-charge
1.58
-
20598.48
Painting two coats with enamel paint over a coat of primer.complete as per the direction of Engineer-in-charge
12.72
-
2038
RCC M25 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.complete as per the direction of Engineer-in-charge
-
-
-
R C C M-25 in foundation
12.54
-
82900.69
R C C M-25 in wall
9.68
-
103410.28
RCC M-25Super Structure
10.12
-
94561.08
Dismantling Rubble stone masonary in cement mortar including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. complete as per the direction of Engineer-in-charge
31.5
-
12615.44
Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead . (AR, P-197/6)complete as per the direction of Engineer-in-charge
21.6
-
36319.54
Dismantling of cement concrete pavement as per clause 202 of MoRT&H Specifications.complete as per the direction of Engineer-in-charge
106.88
-
83192.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%