Works Department Tender
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Works Department Tender
Miscellaneous
Eprocure
Opening Date26 May 2020
Closing Date10 Jun 2020
Tender Amount₹ 11,93,75,468
Costs
EMD
₹ 14,04,300Document Cost
₹ 10,000Tender Fee
₹ 10,000
Description
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Contact
Tender Id
2020_EICCL_61203_8Bid Award Id
ViewTender No
CE-WBP(O)-01/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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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).
36022.84
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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).
45028.55
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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
12705.7
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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)
7559.48
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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)
16882.7
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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)
74964.15
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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)
75430
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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)
3771.5
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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).
1885.75
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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).
10136.5
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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)
8224.94
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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)
53221.75
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Providing Random Rubble Stone mesonary with hard granite stone boulder with sand grouted below the foundation of CD work as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
97.1
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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).
221.14
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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.
1074.52
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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)
990.8
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PCC M15 Grade in foundation 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)
683.05
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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.
1958.6
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PCC M15 Grade in bed concrete 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.
533.76
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PCC 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)
540
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PCC M20 Grade in saucer drain as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
279.5
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RCC M20 Grade in foundation base 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)
353.4
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RCC M20 Grade in sub structure 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)
654.2
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RCC M20 Grade in wall of deep drain in foundation as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
153.6
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RCC M20 Grade in drain cover slab as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
19.8
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RCC M25 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)
81.89
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R.C.C. M25 grade in substructure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
104.22
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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)
110.42
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R.C.C. M25 grade in kerbe 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)
4.96
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R.C.C. M25 grade in Dirt wall, Wing wall & Tie beam 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)
62.98
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R.C.C. M30 grade in wearing coat including cost of reinforcement in CD works as per approved drawing and technical specifications as per Section 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
25.94
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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)
115.06
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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)
43520
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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)
1221.9
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Providing and laying of filter media in structures 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.
194.7
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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)
41.85
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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.
1398.41
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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).
4981.68
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Removing Hume pipe 600mm to 900mm 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)
157.5
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Removing Hume pipe 1000mm 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)
7.5
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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)
34
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Dismantling of R.R. Stone mesonary in cement motor 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) .
417
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Dismantling of cement concrete grade of M-15 and above 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) .
114.5
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Dismantling of cement concrete pavement 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) .
227.5
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Dismantling of R.R. Stone mesonary in cement motor in head wall 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) .
816
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Dismantling of flexible pavement 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) .
12
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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)
11
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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)
64
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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)
4041
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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.
216.14
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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.
32.62
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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)
282.52
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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)
351.89
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Providing and fixing tar paper in structures for finished item of work as per the direction of Engineer-in-Charge.
80.6
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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)
72.6
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Grouting aprons and revetments 23cm deep with Cement Concrete (1:4:8) 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.
367.8
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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) upto 0.90 sqm size
9
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b) Facility information Rectangular sign board (800x600mm)
16
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c) Route marker rectangular sing board (500mx600mm)
16
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d) Mandatory Circular sign board (600mm dia)
10
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e) Cautionary sign board equilateral triangle (600mm side)
10
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f) Cautionary sign board equilateral triangle (900mm side)
6
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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).
25
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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).
267.5
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