Works Department Tender
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Works Department Tender
Eprocure
Opening Date16 Jun 2020
Closing Date6 Jul 2020
Tender Amount₹ 7,00,08,813
Costs
EMD
₹ 8,23,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_61516_4Bid Award Id
ViewTender No
CE-WBP(O)-04/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Earthwork in excavation in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume in foundation of structures upto 3.00mtr depth as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
7032.68
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Earthwork in excavation in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume in foundation of structures above 3.00mtr depth as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
4032.43
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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.
18.96
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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.
248.91
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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 1500,1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
3.38
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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.
46.69
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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.
52.5
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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.
970.5
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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) and as per direction of Engineer-in-charge.
127.74
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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.
283.24
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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.
48
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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.
646.82
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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.
267.39
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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.
1284.09
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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).
10725
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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).
10725
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Providing sand core in road embankment as sub-grade and compacted as per approved drawing and technical specifications including cost, conveyance, royalties and taxes of all materials, cost of all labour, T&P required for the work complete for finished item of work as per direction of the Engineer-in-charge
1817.55
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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.
53177.44
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Providing coarse graded granular Sub-base with Grading – IV stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2506.2
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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.
3681.75
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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.
15850
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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.
16427.5
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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.
792.5
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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.
396.25
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Providing and laying 50 mm thick Bituminous concrete using crushed aggregates of Grading-II and VG-30 grade of bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
24.21
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Providing and laying 25 mm thick mastic asphalt wearing coarse with paving grade bitumen meeting the requirements given in table 500-29,prepared by using mastic cooker and laid to required level and slopeafter cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mmnominal size @ 0.005cum per 10sqm and at an approximate spacing all complete
484.2
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with batch type hot mix plant and using VG-30 grade of bitumen to required line, grade & level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying & rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per Clause 511 of MoSRT&H Spef for Road & Bridge works (Latest Revision)
577.5
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Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg.of VG-30 grade of bitumen for 10sqm with 60-90 TPH HMP by transporting the Hot Mix to work site laying with a Mechanical Paver Finisher to the required grade, level and alignment as per Clause No. 513 of MoRT&H specifications for Road & Bridge works (Latest Revision)
577.5
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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)
27221.48
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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)
621.28
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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)
346.06
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PCC M15 Grade in Bed concrete 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.
23.64
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PCC M15 Grade in foundation base 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)
2238.97
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PCC M15 Grade in sub structure 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.
612.33
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PCC M20 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)
552.64
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RCC M25 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)
226.3
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R.C.C M25 grade in substructure as per approved drawing and technical specification as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
30
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RCC M25 Grade in super structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
23.86
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RCC M30 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)
998.8
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RCC M30 Grade in sub structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
269.85
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RCC M30 Grade in super structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
507.63
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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) Mandatory Octagan sign board (900mm height)
10
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b) Mandatory Circular sign board (600mm dia)
10
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c) Chevron Road Sign Board (300mm x450mm)
46
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d) Cautionary sign board equilateral triangle (900mm side)
10
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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.
3614.24
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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).
1045.62
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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).
1509.19
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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)
2316
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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)
69.3
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Dismantling of cement concrete grade of M-15 and M20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000meter as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision) .
459
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Removing Hume pipe of all diameter including earthwork and dismantling of masonry work including T&P and scaffolding wherever necessary sorting the dismentaling materials disposal of unserviceable materials and stacking the servicable materials with all lifts & leads as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
67.5
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Laying reinforced cement concrete Pipe NP4/ Prestressed Concrete Pipe (1000mm 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.
112.5
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Providing and fixing in position 20mm thick premoulded joint filler (Salitex Board) in expansion joint for fixed ends of simply supported spans for finished item of work as per approved drawing and technical specifications as per Section 2600 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
25.71
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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.
75
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