Rural Development Department Tender
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Rural Development Department - RDD Tender
Bridge Construction
Eprocure
Opening Date6 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 11,20,56,334
Costs
EMD
₹ 11,20,563Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of H.l. Bridge Over Gobari Nallah On Balana Adampur To Radhanagar Road Under Sby
Description
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Contact
Tender Id
2025_CERWI_109108_5Tender No
Tender Online-02/2024-25 (Bridges)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Providing fitting, fixing 8 mm thick permanent steel liner plate for pile including cost of all materials,labour, for cutting, bending, welding installation all required T&P and machinery etc. complete as per section 1100,1900 of MORT& H specification for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge.
95.87
102929
9867705.09
... More
Driving steel liner of approved diameter in pile foundation complete as per drawing and technical specification, including cost of all materials, labour, T&P etc complete in all respect and as per section 1100 of MORT&H specifications & direction of the Engineer-in-charge.
404.82
914
370301
... 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
Foundation
8.61
6808
58583.7
... More
Providing and laying Plain cement concrete of grade M-15 below pile cap of bridge works, below approach slab, etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate with formwork as per Section 900,1000,1500,1600,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge.
-
-
-
... More
Foundation
86.37
6413
553910.18
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Upto Bed
362.34
6555
2375187.88
... More
Providing RCC grade of M35 in pile cap as per approved drawing and technical specifications using high strength approved quality cement and aggregate conforming to table 1000-1 with form work complete as per Section 900,1000, 1100, 1500 , 1700,& 2100, of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
Pile Cap
505.82
8738
4419954.02
... More
Providing RCC of grade M-25 in the following structural componets of the bridge as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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RCC Railing
175
2387
417784.5
... More
Providing RCC of grade M-30 in the following structural componets of the bridge as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
Abutment , Piers & Return Wall in above bed
101.35
10463
1060417.66
... More
Pier Cap
29.87
10101
301742.56
... More
Dirt wall
10.18
14078
143287.11
... More
Superstructure
520.15
28245
14691934.69
... More
Approach Slab
17.53
8294
145360.59
... More
Provision and Reinforced cement concrete of grade M-40 Crash Barrier at thr bridge desk & approches to bridge structure, constructed with with reinforced cement concrete with HYSD Reinforcement conforming MoRth specification and as per detail given IRC - 5 including dowel bar, Expansion Joint filled with pre- moulded asphalt filler board etc. and approved drawing and at location directed by the engineer all as specified.
176.9
4900
866825.92
... More
Providing ,Cutting, Bending, Binding, Straightening & Placing in position 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.
5150.4
8661
44612249.76
... 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 rear side of walls as per approved drawing and technical specifications Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
190.8
142
27196.63
... 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.
-
-
-
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Granular Material
20.78
2794
58082.55
... More
Sandy Material
101.97
1845
188146.5
... 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 of graded 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.
45.51
3248
147844.57
... More
Providing and fixing R.C.C. of grade M-20 in guard posts of 1200mm height and 15 cm diameter using steel reinforcement @ 4% of volume of concrete 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.
80
1114
89146.4
... More
Providing, fitting and fixing Madular strip seal expansion joints as per approved drawing and technical specifications & Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
37.5
12289
460849.88
... More
Supplying, fitting and fixing in position true to line and level Elastomeric Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
24
49000
1176000
... More
Providing and Fixing Helical Piped in voided concrete slab.
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-
-
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Corrugated Void Former
-
-
-
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750mm x 0.5mm Galvanised
207.12
2300
476376
... More
End Cone Conical Shape
-
-
-
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750mm to 350mm (Length 1000mm)
24
2300
55200
... More
Copper for Void Former
-
-
-
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750mm
24
500
12000
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Providing & Fixing Drainage spout with 100 mm 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.
38
1434
54513.28
... 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 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 cost of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge
244.91
2938
719714.57
... 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.
1711.14
42
72671.95
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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.
227.5
166
37794.58
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Dismetalling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sorting the dismentalled material, disposal of unserviceable material and stacking the serviciable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.1
13.13
1358
17826.77
... More
Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per specification and as per the direction of Engineer -in –charge.
4000
2
10960
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Providing & Construction of embankment in all kinds of 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)
10800
201
2179008
... 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 900,1200, 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.
61.55
1405
86506.41
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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 table 300-1 & 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.
1680
52
88267.2
... 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.
988.07
1968
1944924.86
... 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.
716.38
3263
2338040.97
... 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.
3183.93
35
112965.84
... 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.
3183.93
13
41613.97
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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 sensor 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.
159.2
8254
1314152.13
... 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 viscosity grade of bitumen of VG-30 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.
79.6
10183
810587.03
... More
Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
1776
22
39249.6
... More
Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes conforming to the requirement of IS-458 over cement concretecraddle bedding of PCC- M15 grade for culverts over prepared surface including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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1000 mm dia SR HPC
15
6256
93852
... More
Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the 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 including providing antiskid surface with bitumen precoated fine grained hard stone chipping 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.
656.25
903
592928.44
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