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Costs
EMD
₹ 4,89,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_101235_1Bid Award Id
ViewTender No
CCE.Ctc.(RandB)39/2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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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)
3735.6
53643
14.36
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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
1346.02
47918
35.6
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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.
2853.98
101430
35.54
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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).
2828.29
8958438
3167.44
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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).
1112.05
3750388
3372.5
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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.)
5628.88
179223
31.84
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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.)
5628.88
63887
11.35
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Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant 100-120 TPH 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.
281.44
2247759
7986.64
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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 100-120 TPH 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.
140.72
1361039
9671.97
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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).
533.06
2476751
4646.29
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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 (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)
2387.2
20556370
8611.08
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Providing granular subbase with moorum in shoulder not exceeding 150mm thick watering and compacting to the required density at OMC with PRR including cost, conveyance, royalty and taxes of materials, labour with T&P required for the work etc. complete as per specification & direction ofthe Engineer-in-charge
902.35
2643966
2930.09
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision).
9912.74
2457368
247.9
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Providing fine dressing and turfing the slopes of the road embankment & revetment with compact Dub grass with all lifts and within initial lead of 1 km. and as per the direction of the Engineer-in-charge.
1992.32
52139
26.17
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Filling foundation and plinth with good quality river sand including dressing levelling with cost conveyance taxes cost of all materials and labour eetc complete as per specification and direction of Engineer in charge
43
32022
744.71
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Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 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 1000mm dia
5
40810
8162
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1200mm dia
7.5
79383
10584.52
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PCC M-15 Grade 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 Base
80.73
500851
6204.03
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Wall
54.08
367250
6790.87
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CD work (Substructure)
73.48
498993
6790.87
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RCC M-20 Grade 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Base
11.25
84741
7532.59
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Wall
13.5
137604
10192.91
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Cover
11.25
83870
7455.13
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RCC M-25 Grade 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation and Raft
17.91
137828
7695.62
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Sub-structure
9.17
78911
8605.43
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Deck slab
8.06
70661
8766.9
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Road kerb/Dirt wall/Wing wall
8.87
90251
10174.87
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RCC M-30 Grade in Wearing coat 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 the Engineer-in- charge
1.17
16663
14241.97
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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.
44.81
397096
8861.79
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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 1V: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 the Engineer-in-charge
19.12
1793
93.82
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Providing and laying of metal spall backing in the rear side of abutment and wing wall using 5cm sizie hard granite metal to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided the entire surface etc complete as per specification and direction of Engineer in charge
12
33131
2760.97
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Gravel backing to approns and revetment including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge
7.78
20422
2625
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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
63.85
168823
2644.07
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Supplying, fabricating welded water tight drainage spout as per technical specification clause 2705 of specification road and bridge work MORT&H (5th revision) assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab including full compensation to all operations, all inclusive costs, contingencies, incidental involved for the finished defect free item of work complete as per the specification & direction of the Engineer in charge.
4
4029
1007.4
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Construction of precast RCC railing (2 tier) of M30 Grade, aggregate size and not exceeding 12mm true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification
7.68
13784
1794.81
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Finishing walls with water proofiing cement paint two coats over a coat of cement washing including cost, conveyance, taxes of all materials, labour with T&P required for the work etc. complete as per direction of the Engineer-in-charge
16.44
880
53.54
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Painting two coats with approved Synthetic enamel paints of approved colour/ shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for thework etc complete as per specification and direction of the Engineer in charge
3.26
235
72.14
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RCC M-15 Grade using 20mm and down grade size crushed stone Boundary Pillar 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
74
65917
890.78
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Supplying and fixing 15 cm diameter 1.00m long guard posts of RCC(1:2:4) using 7.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcemnt and materials centering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge
610
73572
120.61
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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.
200 mtr stone
12
8512
709.41
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Oridinary Kilometre Stone
4
10142
2535.69
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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
976.67
271983
278.48
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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.Information sign (1800x1200mm) Board
12.96
170962
13191.58
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90cm equilateral triangle
2
11552
5776.47
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80cm x 60cm rectangular
4
27301
6825.31
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60cm equilateral triangle
6
25146
4191.02
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60cm cimcular (speedlimit)
4
20894
5223.6
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60 cm x 45cm rectabgular
8
40943
5117.9
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