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
₹ 2,61,600Document Cost
₹ 10,000Tender Fee
Refer Documents
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
2023_EICCL_93754_9Bid Award Id
ViewTender No
CCENC (R AND B) /13/ 2023-24Tender 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
... More
Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge.
2000.13
148009
74
... More
Loosening, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge.
352.88
12551
35.57
... More
Providing, laying, spreading Coarse sand in layers not exceeding 225mm thick watering and compacting to the required density in O.M.C. with Vibratory Roller with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).
121.34
151749
1250.61
... More
Construction of embankment with approved material obtained deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted by mechanical means spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
1638.75
155599
94.95
... More
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 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost of royalty.
2423.21
490385
202.37
... More
Construction of moorum shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
238.5
202343
848.4
... More
Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge
3816
99216
26
... More
Construction of granular sub-base by providing d Granular sub-base Grading-VI 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 MoRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-charge.
1093.58
3337715
3052.1
... More
Supplying, mixing, providing laying and compacting graded stone aggregaresto Wet Mix Macadam (WMM) specification in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (Latest revision) & as per direction of Engineer-in-charge.
1299.06
4240846
3264.55
... More
Supplying, providing, spraying & primer coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete @ 0.60 Kg/ Sqm as per Cl.502 of Technicalspecification for road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
6583.5
188880
28.69
... More
Supplying, providing and applying tack coatwith bitumen emulsion (Rapid Setting) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly @ 0.20 Kg /Sqm over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (Latest revision) and as directed by Engineer-in-charge
6583.5
69455
10.55
... More
Providing and laying 50mm thick 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 MoRT&H Specification for Road & Bridge works (Latest Revision)
329.2
2791431
8479.44
... More
Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 per cent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.
163.54
1725381
10550.21
... More
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 blending to be as per table 600.1 cement content not to be less than 150Kg/Cum ,optimum moisture content to be determined during trial length construction, concrete strngth not to be less than 10mpa at 7 days mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller finishing & curing as per clause 601 of MoSRT& H specification for Road & Bridge work( Latest Revision) ,including cost conveyance roalties of all materials complete in all respect as dircted by Engineer-In-Charge.
66.15
345859
5228.42
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, max size of coarse aggregate not exceeding 25mm (Flexural strength not less than 4.5 MPa), mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or skid form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specification for Roads & Bridge works.
415.8
3341061
8035.26
... More
Providing of 80 mm thick factory made cement concrete interlocking paver block of M-35 grade and approved make,varity colour and size made by block making machine with strong vibratory compection of approved design and shape ,laid in required colour and pattern over 25mm thick compected bed of coarse sand ,filling the joints with fine sand etc,all T&P etc complete as per direction of Engineer- in-charge
360
219024
608.4
... More
Providing & fixing RCC M-15 RCC Guard Post/ 5th Km. stone/ Ordinary Km. stone / 200 Mtr. stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
-
-
... More
(A) 15 Cm Dia 1.00 M long Guard Post
560
260400
465
... More
(B) 5th KM Stone
2
8058
4029.22
... More
(D) 200 Mtr Stone
7
4815
687.99
... More
(E) M15 Boundry Pillars
14
11971
855.08
... More
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area over road surface. , Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
364.46
101491
278.47
... More
Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to Road surface ncluding cost of the primer and paint, with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
263.76
37456
142.01
... More
Raised Pavement Marker(R.P.M) accordance with MORTH'S circular Ref. No RW/NH.33023/10/97-DO-III Dated 11 th June 1797.The Rpms have to be plastic body moulded from ABS polycarbonate or any other plastic with superior mechanical properties .The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 Reflective panel shall be single or dual prismatic cubes capable of providing total internal reflection lens shall be moulded of methecrylate conforming to ASTMD788 or equivalent.The Lenses shall be electronically welded with the RPM body.Slope of Rectro-Reflecting shall be 35 +/5 degree base minimum area of each Retro -Refletive surface should not less than 13 sqm. Marker height should not exceeed 20 mm width not to exceed 130 mm and base shall be fixed using 2 polymer shanks with adhesive and no nails shall be used to affix the marker and shall be marked with manufacturers name. including cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
158
44556
282
... More
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
... More
Facility Information signs (800X600 mm) School, college, hospital village & Market
36
242180
6727.24
... More
Route marker signs (450x600 mm)
50
250138
5002.76
... More
Cautionary signs triangular 900mm side In curve portion In spur road (minor junctions)
56
317403
5667.92
... More
(i) Circular 600 mm dia.
62
316789
5109.51
... More
(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
10.08
123196
12221.88
... More
(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)
17.28
224331
12982.16
... More
Laying Reinforced cement concrete pipe NP4/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 . (1000mm Dia Pipe)
12.5
103308
8264.67
... More
Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
56.23
45588
810.75
... More
Providing and laying of filter media/metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
12.96
35302
2723.96
... More
Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
119.08
304382
2556.12
... More
Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
20.16
1707622
84703.49
... More
Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
30
2660
88.68
... More
Providing and laying R.C.C M-20 grade in RCC drain as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
... More
Foundation
112
768073
6857.8
... More
Substructure
168
1368234
8144.25
... More
Deck slab
56
442979
7910.35
... More
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.
13.44
4581
340.86
... More
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allleads and lifts and lead . (600mm Dia)
7.5
1633
217.77
... More
P.C.C. work of M-15 Leveling Coarse with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
89.56
538789
6015.96
... More
P.C.C. work of M-15 FOUNDATION with 40mm and down grade black hard granite (crusherbroken) stone chips mixed by concrete mixer laying in layers and compacting by vibrator including hoisting and laying complete with all leads and lifts as per approvrd drawing and technical specification and as per clause-1700 &2100 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.
197.23
1232659
6249.86
... More
Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304.3.7 and Section 900 of MORT&H Specifications for Road & Bridge works (latest revision) complete in all respect & as per direction of the Engineer-in-Charge.
279.24
16039
57.44
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements