Rural Development 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
₹ 12,11,901Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over River Rajua At 2/780 Km On Kanas To Dholapatna Via Gadasanput,
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
2025_CERWI_109108_3Tender No
Tender Online-02/2024-25 (Bridges)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.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
1) In all kinds of soil (Upto 10m. Depth)
-
-
-
... More
a) For 7.5 m dia abutment wells
20
28422
568455.8
... More
b) For 6.50m dia. pier wells
60
23412
1404741.6
... More
For 11th successive metre depth
-
-
-
... More
a) For 7.5 m dia abutment wells
2
28803
57607.58
... More
b) For 6.50m dia. pier wells
6
23638
141831.18
... More
For 12th successive metre depth
-
-
-
... More
a) For 7.5 m dia abutment wells
2
29184
58369.58
... More
b) For 6.50m dia. pier wells
6
23864
143188.2
... More
For 13th successive metre depth
-
-
-
... More
a) For 7.5 m dia abutment wells
2
29565
59131.6
... More
b) For 6.50m dia. pier wells
6
24090
144545.22
... More
For 14th successive metre depth
-
-
-
... More
a) For 7.5 m dia abutment wells
2
29946
59893.6
... More
b) For 6.50m dia. pier wells
6
24317
145902.24
... More
For 15th successive metre depth
-
-
-
... More
a) For 7.5 m dia abutment wells
2
30327
60655.6
... More
b) For 6.50m dia. pier wells
6
24543
147259.26
... More
For 16th successive metre depth
-
-
-
... More
b) For 6.50m dia. pier wells
2.18
24769
53947.71
... More
Providing PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.
476.03
6808
3241188.3
... More
Providing PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
71.48
6425
459310.47
... More
Providing & execution of RCC of grade M-25 in the structures specified below as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
... More
WELL CURB
170.48
12247
2087994.27
... More
Raft of boxcell
54
7441
401857.2
... More
Deck slab of box cell
54
11222
605993.4
... More
Rib and Hunch
54.68
9536
521455.82
... More
Railing &Post
28.8
2428
69936.19
... More
Providing & execution of RCC of grade M-30 in the structures specified below complete as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300(Clause 2306) & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
Well Steining
1938.23
9759
18916485.46
... More
Well Cap
398.86
8147
3249663.82
... More
Abutment & Pier Shaft
169.39
9561
1619667.02
... More
Abutment & Pier caps
48.47
9056
438925.7
... More
Dirt walls
7.54
12087
91123.89
... More
Super structure(Twin box- girder)
388.43
26070
10126648.12
... More
Approach Slab
32.34
8046
260180.34
... More
Return wall/Wing wall
39.36
9561
376308.3
... More
Wearing Course
8.1
7611
61652.34
... More
Providing and fixing pipes in voided concrete slab including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge
-
-
-
... More
Corrugated Void Former
-
-
-
... More
750mm x 0.5mm Galvanised
6
2300
13800
... More
End Cone Conical Shape
-
-
-
... More
750mm to 350mm (Length 1000mm)
12
2300
27600
... More
Couper for Void Former
-
-
-
... More
750mm
12
500
6000
... More
Providing R.C.C of grade M 40 in the structures specified below including cost of all materials, labour, machineries, T & P, centering and shuttering, cost of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including cost for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
RCC Crash barrier
358.44
5094
1825904.11
... More
Pedestal over Abutments and piers
2.03
10031
20384.21
... More
Providing & construction of R.C.C of grade of M 40 in cast in place voided slab superstructure including providing void formers of specified diametre manufactured from corrugated/helical steel/HDFE pipes leak tight with cost of all materials, labour charges , machinaries, T & P, centering and shuttering, as per approved drawing and technical specification section 900,1000,1600,1700 &2300 (clause2306)of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
465.37
18482
8600977.78
... More
Providing and laying of weraing course of 56mm thick consisting of 6mm thick mastic asphalt and 50mm thick asphaltic concrete on top of Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface applying prime coat & tack coat all complete as per clause 501,502,503 & 516 of MoRT&H Specification for road & bridge works (5th revision) followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No.503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-Charge.
1360.45
906
1232758.16
... More
Providing ,Cutting, Bending, Binding, Straightening & Placing of HYSD bars of grade Fe 500 D confirming to I.S.1786-2008 in bridge works and other structural works etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
3278.32
8958
29367861.09
... More
Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
130.69
2576
336780.21
... More
Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe extending full width of concrete including providing filter materials in the ream side of walls as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
431.8
135
58552.08
... More
Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30cm (minimum) and above and weighing not less than 40kg/each as per approved drawing and section 2500 (clause-2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th revision) & including cast of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge
766.36
2214
1697057.04
... More
Providing & back filling of specified materials behind abutment, wing wall and return wall complete 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 (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
-
-
-
... More
a) Granular Material
74.4
2352
174980.14
... More
b) Sandy Material
142.45
2321
330741.15
... More
Providing and fixing R.C.C. of grade M-20 in guard posts of 1200mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
404
918
371029.56
... More
Providing and filling clean sand of approved quality for construction of drainage layer and foundation trenches of structures filling in wells in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
1929.15
1593
3074393.08
... More
Providing Plain Cement concrete (1:3:6) mix with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per section 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
In foundation
162
6312
1022584.5
... More
Below approach Slab
114.26
6377
728656.29
... More
Providing & fixing of POT-PTFE bearing procured from approved manufacturer with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
18
68947
1241047.08
... More
Supplying, fitting and fixing in position true to the line and level Elastomeric bearing conforming to IRC:83 (Part-II), section IX and clause 2005 of MORT &H specification complete including all accessories as per drawing & rechnical specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge
307200
-
141312
... More
Providing, fitting and fixing Madular strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
68
12289
835674.44
... More
Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
98
1434
140586.88
... More
Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
927.72
187
173826.9
... More
Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etcas per direction of the Engineer-in-Charge.
309.24
70
21931.3
... More
Providing & Construction of embankment in ordinary soil with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (By Mechanical means)
3217.5
197
634330.13
... More
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 as given in tsble 300-2 for embankment construction & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge.
1237.5
52
64845
... More
Providing & construction of Granular subbase by providing crushed stone close graded materials of Grading-III as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRTH specifications for Roads & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
1124
2269
2550715.68
... More
Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoRTH specifications for road & bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
1267.2
3401
4309975.3
... More
Providing and applying primer coat on the prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
5632
46
262901.76
... More
Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
5632
13
74117.12
... More
Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge.
281.6
8089
2278118.66
... More
Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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 wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
140.8
10590
1491097.34
... More
Providing & furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods and watering etc complete as per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
5000
23
118350
... More
Earth work in excavation for CD works, toe wall/ retaining wall, in all hard soil, required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
864.12
288
249082.59
... More
Providing and laying P.C.C M-15 grade in Protection walls /Toe wall/ Retaining Wall/ slab/ HP/ culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
In Sub-structure
809.96
6348
5141982.46
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%