Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date16 Nov 2020
Closing Date11 Jan 2021
Tender Amount₹ 26,53,02,655
Costs
EMD
₹ 28,72,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_63787_2Bid Award Id
ViewTender No
CE-WBP(O)-11/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
BOQ Items
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RCC M-30 grade in well curb 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 and as per direction of the Engineer-in-charge.
706.26
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RCC 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 in all respect and as per direction of the Engineer-in-charge.
12193.61
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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) and as per direction of the Engineer-in-charge.
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A) 8.50 Meter external diameter of Abutment wells up to 10.00 meter depth
20
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B) 8.50 Meter external diameter of Abutment wells beyond 10.00 meter depth
23.65
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(C) 8.50 Meter external diameter of Pier wells up to 10.00 meter depth
30
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(D) 7.50 Meter external diameter of Pier wells up to 10.00 meter depth
90
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(E) 8.50 Meter external diameter of Pier wells beyond 10.00 meter depth
79.49
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(F) 7.50 Meter external diameter of Pier wells beyond 10.00 meter depth
183.6
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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) and as per direction of the Engineer-in-charge.
1906.62
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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) and as per direction of the Engineer-in-charge.
118.45
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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 and as per direction of the Engineer-in-charge.
1130.79
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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 Shaft and Pier Shaft
216.65
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(B) Abutment cap and pier cap
391.92
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(C) Dirt wall
81.41
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R.C.C M-30 grade for Bridge superstructure in girder, cross beam & 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.
3020.16
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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.
31.14
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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.
12975.13
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R.C.C M-30 grade for wearing coat excluding 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.
262.92
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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 excluding cost of reinforcement as per Section 1500,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
258.79
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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.
119
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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)
910
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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.
102.4
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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.
729
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Metal spall backing with hand broken granite metal 45mm size in the rear side of abutment and wing wall as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
99.18
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Providing rough stone dry packing/ pitching with Random Rubble hard granite stone above 30 cm size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
6106.95
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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.
208
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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.
2550
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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.
166
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Painting two coats with enamel paint over a coat of primer of approved shade for finished item of work as per the direction of Engineer-in-Charge.
993.6
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Painting two coats with water based cement paint of approved shade to unplastered concrete surface over a coat of cement wash for finished item of work of CD works as per the direction of Engineer-in-Charge.
3711.78
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Sand filling in foundation and plinth of structures and filling inside the dredged hole of wells 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.
7522.07
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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) and as per direction of Engineer-in-charge.
15291.99
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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.
321.26
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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.
356.56
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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.
1312.5
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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.
1312.5
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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) and as per direction of Engineer-in-charge.
65.63
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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.
35.06
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Dry stone measonary or rough stone dry masonry for guard wall and retaining wall with hard granite stones as per approved drawing and technical specifications complete in all respect as per Section 900 and 1400 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
153
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Labour charges for fitting and fixing in position true to line & level POT-Cum -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 stainles steel mating surface,complete assembly to be of cast steel/fabricated structural steel,metal and elastomer elements to be as per IRC; 83 Parts-I & II respectively and other parts conforming to BS-5400,section 9.1 & 9.2 and clause 2006 under Section 2000 & 2200 of MoRTH specification (Latest Revision) excluding cost of bearings and including cost of consumables, T & P, Labour etc. complete as per drawing & approved Technical specifications and as per direction of the Engineer-in-Charge.
78
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P.C.C (1:3:6) nominal mix in foundation base as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
72.3
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PCC M15 Grade in Toe wall, curtain wall of structure with centering and shuttering 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.
217.2
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RCC M20 Grade in retaining wall of CD Works as per approved drawing and technical specifications as per Section 1500, 1700, 2100 and 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
356
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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.
100
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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 (1800x1200mm) above 0.90 sqm size
4.32
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b) Cautionary sign board equilateral triangle (900mm side)
8
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c) Facility information Rectangular sign board (800x600mm)
10
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d) Cautionary sign board equilateral triangle (600mm side)
10
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e) Mandatory Circular sign board (600mm dia)
6
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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).
110.83
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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).
39
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