Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Sep 2022
Closing Date22 Sep 2022
Tender Amount₹ 11,10,90,222
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_81105_1Bid Award Id
ViewTender No
CE-WBP(O)-16/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures, comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable materials and stacking the serviceable materials with all leads and lifts of 1000m as per clause no. 202 of MoRT&H specification and direction of the Engineer-in-charge
2096
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Earth work in excavation of foundation of structures in hard soil depth upto 3.00 mtr as per drawing and Technical specification including setting out, construction of shoringand bracing removal of stumps and other deleterious matter dressing of sides and bottom and back filling with approved materials etc. complete as per specification and direction of the Engineer-in-charge
4022.8
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Earth work in excavation of foundation of structures in hard soil depth from 3.00mtr to 6.00mtr as per drawing and Technical specification including setting out, construction of shoringand bracing removal of stumps and other deleterious matter dressing of sides and bottom and back filling with approved materials etc. complete as per specification and direction of the Engineer-in-charge
1028.57
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Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures 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 Engineer-in-Charge
5125.99
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Providing compacted granular materials in shoulder by using moorum having required P.I value with sand admixture if required as per approved drawing and technical specifications as per MoRT&H Specifications for Road & Bridge works (Latest Revision).
1273.5
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Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
126.82
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Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
136.5
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Plain cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
265.32
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Plain cement concrete M-15 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days and direction of the Engineer-in-charge
168
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Reinforced cement concrete M-30 nominal mix in Super-structure with crushed stone aggregates to 40mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
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(a) Footings
1300.2
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(b) Abt & Pier Shaft
1335.78
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(c) Abt & Pier Cap
152.38
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(d) Dirt Wall
18.12
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(e) Girder beam
476.24
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(f) Deck Slab
549.44
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(g) Approach slab
25.2
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Reinforced cement concrete M-40 nominal mix in Super-structure with crushed stone aggregates to 40mm nominal size mechanically mixed placed and compacted by vibration including curing for 14 days as per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
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(a) Bearing Pedestal
8.35
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(b) Crash barrier including cost of reinforcement.
299.2
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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 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.
48
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Supplying, cutting, bending, binding, straightening, placing HYSD bars 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
5940.94
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Providing and laying filter media with stone crushed aggregates satisfying the requirements laid down clause 2504.2.2 of MoSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, Return wall and return wall to the full height compacted to a firm condition complete as per and technical specification and direction of the Engineer in charge
447.7
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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 (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
98.38
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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 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 Engineer-in-Charge
196.76
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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 (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
711
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83 (Part-II) Section IX and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical specification and direction of the Engineer in charge
1105920
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Providing laying of modular strips seal expansion joint catering to maximum horizontal movement upto 70mm complete as per drawings and standard specification to be installed by the manufacturer/ Supplier or their authorised representatives ensuring compliance to manufactures' instruction for installation as per direction of the Engineer in charge
108
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Providing and fixing in position of 20mm thick Salitex board in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and technical specification and direction of the Engineer in charge
208.53
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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
726.48
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Painting concrete surface Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt dust, oil grease efflorescence and applying paint @ 1 Ltr for 2 sqm. as per the direction of the Engineer-in charge
462.4
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Providing and fixing R.C.C. M-15 grade guard posts of 1.00metre 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) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge
64
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Providing and fixing G.I. pipe of approved size over crash barrier in bridge work including fixing of M.S. Plate of required size as per design including cost of all materials, T&P, Labour etc. complete as per approved drawing and technical specifications as per Section 1500,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
299.2
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Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification 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.
52736.37
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from road drain and foundation of other structures graded and compacted to meet requirement of Table 300-02 as per Clause No.305.3.17 of MoRT&H specification for road and bridge works.
1376.5
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Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1630.35
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Providing and laying Granular Sub-base with grading IV(coarse graded) stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 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.
482.68
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Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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.
777.08
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Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 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.
3105
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Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 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.
9637.5
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Providing and laying compacted Bituminous Macadam (Grading-II) with Batch Mix Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting to work site, laying 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, 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 & 504 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.
155.25
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Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) 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 & 508 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 Engineer-in-Charge.
77.63
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 ton per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% 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 compaction as per MoSRT&H specification clause 509 complete in all respect Grading-II 13mm nominal size
85.69
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Providing and laying 50 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 9.5mm 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 (Latest Revision)
1713.8
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Fine dressing and providing, laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts and leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 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.
3037.5
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Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , 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 etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge
129.87
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 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.
260
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MoRT&H specification for road & bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level for finished item of work as per approved drawing and technical specifications complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge
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60cm Circular (Speed limit)
4
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90cm equilateral triangles cautionary
4
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80 x 60cm Rectangular
4
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60 x 45cm Rectangular
2
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of MoRT&H specification for road & bridge works (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level for finished item of work as per approved drawing and technical specifications complete in all respect & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge
3.6
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