Works Department Tender
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Works Department Tender
Eprocure
Opening Date12 Jun 2020
Closing Date29 Jun 2020
Tender Amount₹ 12,04,88,679
Costs
EMD
₹ 14,17,300Document Cost
₹ 10,000Tender Fee
₹ 10,000
Description
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Contact
Tender Id
2020_EICCL_61515_5Bid Award Id
ViewTender No
CE-WBP(O)-03/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Earthwork cutting in disintergated rock not requiring blasting to be removed by pick axes and crow bars and depositing materals within 50m intimal lead and 1.50m inital lift including rough dressing as per direction in Engineer-in-Charge including stacking the useful material separately as per approved drawing and technical specifications as per Clause 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
1460.92
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Earthwork excavation in stony earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m inital lift including rough dressing as per direction in Engineer-in-Charge including stacking the useful material separately as per approved drawing and technical specifications as per Clause 301 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
3652.3
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Loosening, leveling and compacting original ground supporting embankment as per Clause 305.3.4 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
28028.21
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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).
71761.62
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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).
71761.62
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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)
6847.71
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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)
25298.92
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Providing primer coat on the prepared surface with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
109995.27
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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)
109995.27
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Providing Bituminous Macadam using crushed stone Grading-II materials and VG-30 bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
5499.77
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Providing Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
2749.88
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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)
41907.32
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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)
69306.3
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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).
5925.1
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Providing rough stone dry packing/ pitching with Random Rubble hard granite stone 30 cm and above size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
191.4
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Providing dry lean cement concrete sub-base for cement concrete pavement using concrete mixer placing and leveling in hand guided semi mechanism method and finishing in accordance with Section 601 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
15
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement mix over a prepared sub base with 43/53 grade cement @ 400 kg/cum , coarse and fine agggregate confirming to IS 383 , maximum size of coarse aggregate not exceeding 25 mm , mixed by adopting hand guided semi mechanised method as per approved mix design transported to site ,laid with a fixed form, spread, compacted and finished in a continous operation including provision of contration, expansion,construction and longitudinal joints, joint filler,separation membrane, sealant primer,joint sealant, debonding strip, dowel bar,tie rod, admixture as approved ,curing compund ,finishing lines and grades as per drawing and design complete etc & as per clause 602 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
319
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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)
233.22
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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)
1144.27
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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)
699.62
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PCC M20 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)
64.41
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RCC M20 Grade in foundation of deep drain as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
40.2
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RCC M20 Grade in wall of deep drain as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
64.32
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RCC M20 Grade in cover slab of deep drain as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
10.72
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R.C.C. M25 grade in super structure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
50.59
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R.C.C. M30 grade in wearing coat excluding cost of reinforcement in CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
11.66
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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)
100.48
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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)
297.5
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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)
24.88
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Providing & fixing drainage spout in deck slab as per approved drawing and technical specifications as per Section 2705 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
4
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Metal spall backing 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)
29.7
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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).
6723.24
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Providing and fixing in position 25mm 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)
8.92
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Providing and laying flooring complete in CD works as per drawing and Technical Specifications laid over cement concrete bedding 150mm thick flat granite stone approns embeded 300mm thick cement concrete in M-15 grade with crushed stone aggregates as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
27.53
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Dismantling of cement concrete grade of M-15 and above grade 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) .
1206.19
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Providing 5th kilometre stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
4
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Providing ordinary kilometre stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
16
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Providing hectometer stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
80
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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)
400
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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.
1144.07
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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) Facility information Rectangular sign board (800x600mm)
20
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b) Route marker rectangular sign board (450x600mm)
20
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c) Cautionary sign board equilateral triangle (900mm side)
20
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d) Mandatory Circular sign board (600mm dia)
20
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e) Mandatory Octagon sign board (900mm height)
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)
255.07
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Providing and Laying of NP4 Hume pipe of 900mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
130
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Providing and Laying of NP4 Hume pipe of 1000mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
120
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Providing and Laying of NP4 Hume pipe of 1200mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
12.5
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