Works Department Tender
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Works Department - EICCL Tender
Eprocure
Opening Date1 Jul 2020
Closing Date16 Jul 2020
Tender Amount₹ 13,36,20,053
Costs
EMD
₹ 13,49,600Document Cost
₹ 10,000Tender Fee
₹ 10,000
Description
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Contact
Tender Id
2020_EICCL_61758_1Bid Award Id
ViewTender No
CE-WBP(O)-06/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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.
15.23
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RCC M-35 Grade Bored cast -in-situ pile of 1200mm 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.
981.93
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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, 1200, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
815.18
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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
487.24
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(B) Abutment cap, pier cap, Pedestal and Dirt wall
104.21
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R.C.C M-30 grade for Bridge superstructure in girder, 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.
2247.71
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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.
17.85
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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.
809.57
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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.
192.65
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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 1500,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
684.96
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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.
136
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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.
144000
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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.
861
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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.
51.1
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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)
17.28
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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.
1289.52
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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.
60
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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.
458.66
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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.
120
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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.
878.35
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Dismantling / pre-stressed / Reinforced cement concrete of M-20 Grade & above including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2557
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Filling foundation and plinth with evavated materials with compaction by water for finished item of work etc complete as per direction of Engineer-in-Charge.
42
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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.
757.21
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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.
42595.26
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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.
1435.49
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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.
1152.5
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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.
4490
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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.
4490
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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.
224.5
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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.
112.25
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PCC M15 Grade in levelling course 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.
312.03
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PCC M15 Grade in sub 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.
322.06
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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.
94.87
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RCC M20 Grade in foundation of CD Works 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.
363.6
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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.
1000
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RCC M20 Grade in Sub structure of retaining wall 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.
444.98
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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) Cautionary sign board equilateral triangle (900mm side)
10
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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).
504
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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).
360
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Laying reinforced cement concrete Pipe NP4/ Prestressed Concrete Pipe (1200mm dia) on first class bedding in single row including fixing collars with cement mortar 1:3 but excluding excavation, protection works, back filling concrete and masonry works in head walls and parapets as per clause No.2900 of MoRT&H Specifications for Road & Bridge works (Latest revision) complete as per direction of the Engineer-in-charge.
150
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