Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 May 2022
Closing Date18 May 2022
Tender Amount₹ 19,93,58,541
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_77287_1Bid Award Id
ViewTender No
CE-WBP(O)-03/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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PCC M-25 grade in well steining as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete.
4835.12
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Sinking of wells in all kinds of soil other than rock as per approved drawing and technical specifications as per Section 1200 of MoRT&H specifications for Road & Bridge works (Latest Revision)
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i) 7.500m outer diameter of well upto 10mtr depth
20
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ii) 7.500m outer diameter of well beyond 10mtr depth
29.7
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iii) 6.500m outer diameter of well upto 10mtr depth
70
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iv) 6.500m outer diameter of well beyond 10mtr depth
141.32
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PCC M-15 grade with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (Latest Revision).
678.15
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PCC M-15 grade for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
69.72
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RCC M-30 grade in well cap of abutment and pier wells as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500 & 1700 of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect.
512.67
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R.C.C M-30 grade for following structures as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
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(A) Abutment Shaft and Pier Shaft
431.82
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(B) Abutment cap and pier cap
56.81
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(C) Dirt wall and wing wall
173.85
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R.C.C M-30 grade for Bridge superstructure in soffit slab, girder, beam, deck slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
946.92
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R.C.C M-30 grade in approach slab including cost of reinforcement as per approved drawing and technical specifications as per Section 1500, 1600, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
16.59
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Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength deformed Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
662.21
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R.C.C M-30 grade for Bridge railings as per approved drawing and technical specifications as per Section 1500,1600, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
30
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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 (Latest Revision).
76.5
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Gravel backing to revetments as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
664.43
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Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoSRT&H Specification 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 abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification
417.98
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Providing & fixing drainage spout in deck slab of Bridge proper as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
72
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Painting two coats with enamel paint over a coat of primer in road kerb & posts of approved shade for finished item of work as per the direction of Engineer-in-Charge.
1154.31
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Sand filling in wells, foundation and plinth of structures and filling inside the dredged hole of wells as per approved drawing and technical specifications as per Section 1200 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
8024.78
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Earthwork in embankment with earth obtained from borrow pits by mechanical means as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
71760.07
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Providing granular Sub-base with Grading – VI with crusher broken hard granite stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1395.03
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Providing Wet Mix Macadam base coarse as per approved drawing and technical specifications as per Clause 406 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
1569.41
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Providing and laying primer coat with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
6688.5
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Providing and applying tack coat with rapid setting bitumen emulsion as per Clause 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
6688.5
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Providing 50mm thick Bituminous Macadam using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
334.43
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Providing 25mm thick Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 (60/70) penetration grade of bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
167.21
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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.
855360
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PCC M-15 Grade in sub structure as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
292.51
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RCC M-25 grade in Foundation raft of RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
560.94
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RCC M-25 grade in substructure of RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
470.42
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RCC M-25 grade in superstructure of RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section - 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision).
155.93
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Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge.
134.4
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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 as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision).
31850
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P C C (1:3:6) nominal mix in foundation of structure as per approved drawing and technical specification as per section 1500 , 1700 & 2100 of MOSRT&H, Specification for Road and Bridge works (5th revision)
25.92
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PCC M15 Grade in foundation of structures as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
242.78
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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).
115.21
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Turfing the slopes of embankment with compact turf grass including cost, conveyance of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 307 of MoRT&H Specifications for Road & Bridge works (5th Revision)
2170.05
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Providing road marking with Hot applied thermoplastic compound 2.5 mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
341.25
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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 Clause 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
273
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Providing and fixing of R.C.C M-15 guard post of 1.0m height and of size 15cm External diameter at top and 25cm External diameter at bottom with base of 30cm x 30cm x 10 cm thick as per IRC Specifications for finished item of work as per Section 1500, 1600 & 1700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
400
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Grouting to aprons and revetments 23cm deep with C.C (1:4:8) using 25mm size granite metal complete for finished item of work as per approved drawing and technical specifications as per Section 900, 1000 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
6545.45
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Providing and laying Reinforced Cement Concrete of Grade M-30 in wearing coat including reinforcement complete as per drawing and technical specification using High Strength approved quality of Cement as per Section 900,1000, 1500, 1600,1700,2300 and Clause No. 2702 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.
128.06
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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.
310
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Rough stone dry packing in aprons and revetments using hard granite stone boulder above 30 cm size as per approved drawing and technical specifications as per Section 2500 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
2662.44
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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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a) Mandatory Circular sign board (600mm dia)
2
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b) Cautionary sign board equilateral triangle (900mm side)
4
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c) Route marker rectangular sign board (300x900mm)
2
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