Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Feb 2022
Closing Date14 Feb 2022
Tender Amount₹ 6,45,62,534
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_75618_19Bid Award Id
ViewTender No
CE-WBP(O)-27/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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Scarifying the existing bituminous road surface as per technical specifications as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
2750
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Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per technical specifications as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
2750
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Providing steel liner 6mm to 10mm of approved thickness for curbs/ steining for wells / for pile foundation including fabricating and setting out as per approved drawings/ designs and technical specifications as per Section 1100,1200 and 1900 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
101.76
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RCC M-35 Grade Bored cast -in-situ pile of 1000mm dia excluding reinforcement complete including removal of excavated earth with all leads & lifts upto 1000mtr as per drawing and technical specification as per Section 1100, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
564.53
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R.C.C M-35 grade in pile cap of abutments and piers as per approved drawing and technical specifications as per Section 1100, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
270.87
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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) and as per direction of Engineer-in-charge.
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(A) Abutment and Pier Shaft
74.14
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(B) Abutment & pier cap
68.95
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R.C.C M-30 grade for Bridge superstructure in girder, beam as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
154.22
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R.C.C M-30 grade for Bridge superstructure in Deck slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
156.58
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R.C.C. M-30 grade for approach slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
23.5
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R.C.C. M-25 grade for wing wall as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
20.91
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R.C.C. M-30 grade for dirt wall as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
20.88
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Providing sand as filter layer, watering and compacting to the required density in OMC with vibratory roller as per Clause 401 as per direction of Engineer-in-Charge.
788.8
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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.
211.85
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R.C.C M-30 grade for wearing coat including cost of reinforcement as per approved drawing and technical specifications as per Section 1500,1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
44.55
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R.C.C M-40 Grade in Crash Barrier at the both edges to bridge super structure and medians, constructed with M-40 Grade concrete as per Section 1500,1600, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
108
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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) and as per direction of Engineer-in-charge.
44
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Supplying fitting, fixing in position true to line and level Elastomeric bearing confirming to part -2 Section - IX and complete including all accessories as per drawing and Technical Specification and Clause 2000, 2005, 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
24
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Providing fitting 25mm thick Bituminous expansion joints board in expansion joint of CD and structure work etc. as per approved drawing and technical specifications as per Section 2605 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
3.75
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Providing weep holes as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
101.89
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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) and as per direction of Engineer-in-charge.
138.69
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Grouting aprons and revetments 23cm deep with Cement Concrete (1:3:6) using 25mm size hard granite crusher broken coarse aggregates as per approved drawing and technical specification for fnished item of work as per the direction of Engineer-in-Charge.
342.09
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Rough stone dry packing in appron & revetment upto plinth as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
766.76
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Providing & fixing drainage spout in deck slab as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
24
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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 MoRT&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 and as per direction of Engineer-in-charge.
54.08
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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 MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
201
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Back filling behind the abutment wall with sand compacting rammed with water including cost of all labour, T&P complete as per Direction of Engineer-in-Charge as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
323.18
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Painting two coats with synthetic enamel paint over a coat of primer on any elevation on road kerb parapet of approved shade for finished item of work as per the direction of Engineer-in-Charge.
176.7
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Painting on concrete surface with two coat of water bound cement paint on plaster concrete surface of approved shade for finished item of work as per the direction of Engineer-in-Charge.
297
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Filling foundation and plinth with excavated materials with compaction by water for finished item of work etc complete as per direction of Engineer-in-Charge.
26.4
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Sand filling in foundation and plinth of structures as per approved drawing and technical specifications as per Section 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
13.2
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Earthwork in excavation in all kinds of soil in road works using hydraulic excavator CK90 and tipper with disposal upto 1000 metres as per approved drawing and technical specifications as per Clause 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
2177.39
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Providing granular Sub-base with Grading – IV 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.
885.73
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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.
107.25
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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) and as per direction of Engineer-in-charge.
1214.48
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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) and as per direction of Engineer-in-charge.
8122.3
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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.
8122.3
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Earthwork in embankment with excavated earth obtained from roadway cutting as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
776
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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) and as per direction of Engineer-in-charge.
406.11
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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) and as per direction of Engineer-in-charge.
203.06
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PCC M15 Grade in levelling course as per approved drawing and technical specifications as per Section 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
49.07
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PCC M15 Grade in foundation bad with frame work structure of structures as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
70.4
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Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
3676.29
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PCC M20 Grade in foundation bed with frame work of structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
160.68
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Providing and erecting Type-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 as per technical specification and as per Clause No. 810 & section 800 & 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (Latest Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1440
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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).
430.8
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Providing and erecting direction and place identification of retro – reflective cautionary, facility sign, directional / place indication sign board, advance sign board mandatory & informatory sign boards as per IRC – 67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminum sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade of cement concrete 45 cm x 45cm x 60 cm, 60cm below ground level as per approved drawing to a finished item of work as per direction of Engineer-in-Charge.
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a) Advance directional / Destination / Place Indication sign board (1200x700mm) below 0.90 sqm size
3.6
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b) Cautionary sign board equilateral triangle (900mm side)
6
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c) Mandatory Circular sign board (600mm dia)
6
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d) Facility information Rectangular sign board (800x600mm)
2
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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).
479.52
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