Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 May 2022
Closing Date20 May 2022
Tender Amount₹ 43,70,89,945
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_77425_1Bid Award Id
ViewTender No
CE-WBP(O)-06/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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8.0 mtr external diameter well upto 10m depth in all kinds of soil other than rock
110
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8.0 mtr external diameter well beyond 10m depth in all kinds of soil other than rock
293.21
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R C C M30 grade in well curb for abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
517.69
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R C C M30 grade in well cap of abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
907.71
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R C C M25 grade in well steining for abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
18820.73
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P C C M15 grade in bottom plugging for abutment and pier wells using 10% extra cement for under water concreting as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
1719.88
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P C C M15 grade for top plugging of abutment and pier wells as per approved drawing and technical specification as per section 1200, 1500 & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
108.17
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R C C M30 grade for abutment and pier shaft as per approved drawing and technical specification as per section1500 , 1700 & 2200 of MORT&H, Specification for Road and Bridge works (5th revision)
451.93
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R C C M30 grade for abutment and pier cap as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MORT&H, Specification for Road and Bridge works (5th revision)
315.08
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R C C M30 grade for dirt wall/Wing Wall/Return Wall as per approved drawing and technical specification as per section 1500 , 1700 & 2200 of MORT&H, Specification for Road and Bridge works (5th revision)
67.6
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R C C M30 grade for approach slab inclueding Steel as per approved drawing and technical specification as per section 1500 , 1700 & 2700 of MORT&H, Specification for Road and Bridge works (5th revision)
25.2
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P.S.C. M-45 grade PSC Box Girders in superstructure including cost of all materials, labour charges for machineries, T&P, centering and shuttering charges towards casting yard, casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the erection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for MS reinforcement & stressing grouting items as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2379.28
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R C C M30 grade for T-Beam Girder with deck slab as per approved drawing and technical specification as per section 1500 , 1700 & 2700 of MOSRT&H, Specification for Road and Bridge works (5th revision)
398.88
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RCC M30 grade for bridge super structure in deck slab as per approved drawing and technical specification as per section 1500, 1700 & 2700 of MORT&H, Specification for Road and Bridge works (5th revision)
2235.28
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Providing and laying 50 mm bituminous concrete 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 509 of MoRT&H Specifications for Road & Bridge works (5th. Revision)
256.1
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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 fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th. Revision)
5122.48
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Supplying, cutting, bending, binding, straightening, placing HYSD bars for sub-structure confirming to grade IS:1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 1600 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 Engineer-in-Charge.
9316.86
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Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications Clause 809, Section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision).
931.4
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Providing fixing drainage spout in deck slab as per approved drawing and technical specification as per section 2700 of MORT&H, Specification for Road and Bridge works (5th revision)
260
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ Retaining wall/return wall with 100 mm dia AC pipe complete as per drawing and Technical Specifications complete in all respect as per Section 2200 & Clause 2706 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 Engineer-in-Charge.
420.88
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Supplying, fitting and fixing in position true to line and level POT-PTFE 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.
32
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Supplying, fitting and fixing in position true to line and level Elastometic Bearing 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.
72000
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Providing, fitting and fixing 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) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
132
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Sand filling as per approved drawing and technical specification as per section 1200 & 2100 of MORT&H, Specification for Road and Bridge works (5th revision)
12339.42
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Providing and fixing of R C C M15 grade guard post of 1.0m high and of size 15cm external diameter at top and 25cm external diameter at bottom with base of 30cm x 30cm x 10cm thick as per IRC specification for finished item of work as per section 1500, 1600, & 1700 of MORT&H, Specification for Road and Bridge works (5th revision)
428
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Providing & laying Filter Media with crushed stone aggregates of 45mm size satisfying requirements including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
376.1
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Back filling behind abutment wing walls and return wall using granular materials including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
74.1
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Painting on Cement concrete surface providing and applying two coats enamel paint to un-plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1.00 ltr for 2.00 sqm. as per the direction of the Engineer-in charge
4726.65
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P.C.C.M-15 Grade in Sub-structure of Toe wall as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
409.49
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Reinforced cement concrete M-20 nominal mix in foundation of Retaining wall with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge
220
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Reinforced cement concrete M-20 nominal mix in substructure of Retaining wall with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge
118
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Providing Filter Materials gravel backing underneath pitching in Slopes as per Clause No.2504, 2509 and 2510 of specification for Road and Bridge works 5th Revision of Ministry and direction of the Engineer-in-charge MoRT&H Specifications for Road & Bridge works (5th Revision).
301.98
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Rough stone dry packing in Aprons and Revetments with hard granite stones of above.003 cum including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 2504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2283.21
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
9798.8
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Loosening, leveling and Compacting original ground supporting embakment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, compacted at OMC to achieve minimum dry density conforming to Table 300-2 with cost of all labour, machinery etc complete as per Technical Specifications and Clause - 305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
863.78
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Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-IV material as per table 400-1 ,spreading in unifrom 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(5th. Revision) .
422.07
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Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
681.25
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Providing Primer Coat with bitumen emulsion (SS) on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision).
7772.48
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Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
7772.48
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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, 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 compaction as per Clause 507 of MoRT&H Specifications for Road & Bridge works (5th. Revision)
132.5
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Providing & laying semi dense bituminous concrete 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MORT&H Specification for Road & Bridge works and as per direction of Engineer-In-Charge.
66.25
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Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density including cost, conveyance, royality of moorum & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
62
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading and compacting to meet requirement of table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
25119.26
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Construction of embankment with approved materials deposited at site from roadway cutting and foundation excavation of CD & structures graded and compacted to meet requirement of table 300-2 including cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
748
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Providing & laying HT Steel wire / strand including cost of all accessories for stressing. Stressing & grouting operation as per approved drawing and technical specifications and section 1800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
139.14
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Providing fitting and fixing of GI Pipes including etc.cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. as per MoRT&H Specifications for Road & Bridge works (5th Revision).
931.4
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Reinforced cement concrete M-15 foundation of Toe wall / Retaining wall nominal mix in foundation of revetment side of Toe Wall work as per section 1500, 1700 and 2200 of MoRT&H specification and direction of the Engineer-in-charge.
271.99
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, 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 as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
103.23
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
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(a) 1200mmx900mm size board.
1.92
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(b) 90 cm equilateral triangle
6
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(c) 80 cm x 60 cm rectangular
6
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(d) 60 cm Circular (Cautionery)
6
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(e) 90 cm high octagon
6
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(f) Route marker sign (600x450)mm
2
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Grouting aprons and revetments 23cm. deep with cement concrete (1:4:8) using 40mm size hard granite crusher broken coarse aggregatesas per approved drawing and technical specifications of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-In-Charge.
2013.18
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