Works Department Tender
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Costs
EMD
₹ 3,85,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_EICCL_62022_2Bid Award Id
ViewTender No
S.E.Ctc. (RandB)5/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
... More
Removing all type of Hume Pipes including earth work and dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge.
5
-
253.27
... More
Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge.
2813.4
-
3.51
... More
Reworking the scarified Bituminous surface suitably after supplementing the base materials with sand and compacting the finished surface as per technical specification and as per clause 501.8.3.2 of MORT&H specification for Road & Bridge work (5th Revision)
2813.4
-
6.62
... More
Excavation for road works in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leads upto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge.
2141.78
-
42.28
... More
Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge
664.28
-
20.65
... More
Providing and laying granular materials in shoulders using sand in sub-base in layers not exceeding 150mm watering and compacting to the required density in OMC with Vibratory Roller with cost of all materials, labour, T&P etc. all complete as per specification & direction of Engineer-in-charge
1172.25
-
272.58
... More
Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials including all cost of materials with cost of all labour, T&P etc. as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MORT&H Specification for Road & Bridge works ( 5th Revision).
1004.95
-
1878.88
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Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificationincluding all cost, conveyance of materials with cost of all labour, T&P etc. including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision).
2315.46
-
1974.82
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.)
9345.93
-
18.65
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.)
9345.93
-
6.95
... More
Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
467.3
-
5488.26
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Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th 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.
233.65
-
6834.72
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Providing and laying granular material such as moorum in hard shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road and Bridge work (5th Revision)
636.2
-
1218.49
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Construction of embankment with approved materials obtained from borrom pits and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
5889.45
-
128.71
... More
Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
2066.52
-
55.2
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Fine dressing and turfing the slopes of embankment with compact turf grass as per approved drawing and technical specification as per Clause 307 of MORT&H specification for Road and Bridge work (5th Revision)
15791.67
-
16.86
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Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm. aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed with concrete mixture, transported to site, laying and compacting with PRR, finishing and curing as per clause 601 of MORT&H Specifications for Road & Bridge works (5th Revision).
681
-
3437.08
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Construction of un-reinforced dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with cement @ 400 kg. per cum coarse and fine aggregate of not exceeding to 25mm, mixed with concrete mixer as per approved mix design, laid with a fixed form compacted with vibrator and finished in continuous operation including provision of contraction expansion, construction and longitudinal joint(with SAIL steel) filler separation membrance against primer joint sealant debonding strip dowel bar tie rod admixture curring compound finishing to lines and graded as per drawing and as per Clause 602 of MORTH specification for Road and Bridge work(5th Revision)
2373.25
-
5945
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Earth work in excavation of foundation in hard soil including dressing and levelling the bed depositing the excavated earth with initial lead and lift with all cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
1376.47
-
178.6
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Filling foundation and plinth with good quality river sand well watered and rammed including cost, conveyance, royality and taxes of all materials and cost of labour, T&P required for the work etc complete as per specification and direction of Engineer in charge
203.15
-
272.58
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Cement concrete (1:3:6) in foundation and plinth using 4cm size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge
20.09
-
4656.75
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PCC M-20 Grade in foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
5.25
-
4790.53
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PCC M-20 Grade in Substructure using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyanceofall materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
47.23
-
4960.81
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RCC M-20 Grade in Substructure using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
260.4
-
4892.61
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RCC M-20 Grade in Superstructure using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Wall
261.22
-
7585.48
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Slab
92
-
7183.57
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Providing Fe-500 HYSD reinforcement (SAIL/ RINL/TATA/JINDAL STEEL/ SHYAM STEEL) for RCC works including bending, binding & placing in position as per specification of Drawing & design including cost, conveyance of all materials, all labour and T&P etc. complete as per the specification and direction of the Engineer-in-charge
423.63
-
5234.29
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Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of IV:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of Engineer-in-charge
41.36
-
113.08
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PCC M-15 Grade in Foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
12.65
-
4288.84
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PCC M-15 Grade in Foundation and Substructure in CD work using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge
198.8
-
4565.46
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Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg inclulding all cost,conveyanceof materials with cost of all labour T&P etc. as per approved drawing and Section 900, 1000 & 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th 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.
38.85
-
1733.83
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Providing, laying and fixing in position 1000mm dia NP4 hume pipes for culverts including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
7.5
-
6530.33
... More
RCC M-25 Grade in Foundation using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation
9.45
-
5301.53
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Substructure
16.06
-
6944.58
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Deck slab and Hunch (Superstructure)
7.16
-
6119.61
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RCC M-30 Grade in Wearing coat including Reinforcement using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification and direction of Engineer in charge
1.46
-
5267.2
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Metal spall backing in the rear side of abutments and wing wall including cost of all materials and labour etc complete as per specification and direction of Engineer in charge
23.23
-
1785.08
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Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and
lettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th 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.
Ordinary Kilometre stone
4
-
1772.92
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5th Killometer stone
2
-
2914.27
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete as per specification and direction of Engineer in charge
1273.39
-
288.67
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Providing fixing 15 cm diameter 1.00m long guard posts of RCC M15grade of concrete using 3.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcement and materials cantering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge
395
-
263.61
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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No.801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.Mandatory sign board and Informatory traffic sign board 90 cm equilateral triangle
3
-
3940.22
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80mm x 60mm Rectangular school, college, Hospital and village
1
-
4835.96
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60 cm circular for speed limit and CI
4
-
3478.57
... More
90 cm Circular
6
-
5910.82
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60cm x 45 cm rectangular route mark
5
-
3388.98
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90 cm high octagon
3
-
6158.88
... More
Facility 60 cm x 60 cm square
6
-
4009.12
... More
Direction and place identification signs with size more than 0.9 sqm size board
2
-
9222.01
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