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Costs
EMD
₹ 6,93,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_92381_8Bid Award Id
ViewTender No
CCE.Ctc.(RandB)11/2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Dismantling of brick or tile work in cement mortar and stacking the useful materials for reuse and removing the debris within 1000m lead and with all lifts including T&P etc complete as per specification and direction of Engineer in charge
67.5
23008
340.87
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Removing all type of Hume Pipes and stacking the useful materials for reuse and removing the debries within 1000 mtr. with all lift from the work site etc complete as per specification and direction of Engineer in charge
75
16332
217.76
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Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials within all leads and lifts, including T&P etc. complete as per specification and direction of Engineer-in-charge
22490.25
127519
5.67
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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)
22490.25
379185
16.86
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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(4th Revision)
1881.72
66932
35.57
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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.
4460.73
158445
35.52
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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).
6313.78
16530107
2618.1
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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).
5472.64
14421008
2635.11
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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.)
33235.7
927940
27.92
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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.)
33235.7
342327
10.3
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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 60/70penetration grade of bitumen 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. 507 for Road & Bridge work (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.
1661.79
12223811
7355.81
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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 including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
830.89
7557526
9095.7
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Providing and laying granular material such as moorum in hard shoulders and compacting with PRR as per Clause 408 of MORT&H Specification for Road and Bridge work (5th Revision)
1799.22
3936729
2188.02
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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.
15166.84
3758646
247.82
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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)
11994.8
311864
26
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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
218.58
199924
914.65
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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 1:2 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
100
805801
8058.01
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PCC M-15 Grade nominal mix 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 (Protection wall)
218.48
1218467
5577.02
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Wall
218.4
1403977
6428.47
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Sub-structure
269.69
1674394
6208.59
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RCC M-20 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 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 (Drain)
19
129561
6819.05
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Wall
39.9
377825
9469.32
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Cover slab
28.5
192143
6741.86
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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, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation and Raft (CD work)
11.03
76294
6917.03
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Sub-structure
6.23
48715
7819.46
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Deck slab
4.55
36307
7979.74
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Road kerb, Dirt wall, Wing wall
9.37
96572
10306.58
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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 (including steel reinforcement)
0.79
10444
13220.3
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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
54.47
465373
8543.67
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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
160.56
14916
92.9
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Metal spall backing in the rear side of abutments and wing wall including cost of all materials and labour T&P etc complete as per specification and direction of Engineer in charge
12
28149
2345.83
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Gravel backing to approns and revetment with good quality gravel/ moorum including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge.
7.36
14991
2036.9
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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 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.
96.97
215603
2223.4
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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
2746
686.69
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Construction of precast RCC railing 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 (2 tier railing)
5.2
8892
1710.04
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Cement painting two coats over a coat of cement wash of approved quality including sand papering, polishing the surface, cost, conveyances, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer in charge
11.05
571
51.68
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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 the work etc complete as per specification and direction of the Engineer in charge
2.21
158
71.5
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Reinforcement cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC 25-1967 fixing in position inclulding cost of all materials and labour as per specification and direction of Engineer in charge.
150
117526
783.51
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Providing fixing 15 cm diameter 1.00m long guard posts of RCC(1:2:4) M-15 using 7.5 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
60
23868
397.81
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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
24
16084
670.2
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Ordinary Kilometre Stone
6
14112
2352.09
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5th Kilometre Stone
1
3885
3885.05
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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
1435.69
399796
278.47
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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.1800mmx1200mm size board
8.64
111900
12951.47
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90 cm equilateral triangle
4
22443
5610.87
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80cm x 60cm Rectangular
4
26638
6659.71
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60 cm equilateral triangle
20
80508
4025.43
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60 cm Circular (speed limit)
12
60696
5058
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60 cm x 45 cm rectangular
20
99046
4952.3
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