Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_84422_3Bid Award Id
ViewTender No
CCE.Ctc.(RandB)16/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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)
4660.6
-
6.95
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)
1872.66
-
20.79
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).
3172.09
-
1724.09
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).
5663.54
-
1725.53
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.)
22654.16
-
26.32
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.)
22654.16
-
9.3
Providing & laying 50 mm thick av. compacted Dence Graded 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. 505 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.
1132.71
-
8962.38
Providing and laying 30 mm thick av. compacted 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, 507 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.
672.13
-
9878.35
Construction of embankment with approved materials deposited at site from roadway cutting 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.
9719.67
-
20.74
Construction of cementconcreteKerb with top and bottom with 115 and 165mm respectively 250mm height in M-20 grade PCC M-10 gradefoundation of 150mm thick foundation having 50mm projection beyond kerb stone etc.complete as per specification and direction of Engineer in charge
110
-
272.3
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.
470.26
-
129.13
Filling foundation and plinth with good quality river sand including watering with cost, conveyance, royalty, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of the Engineer-in-charge
613.7
-
277.61
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
2384
-
7003.1
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 Foundation Bed
3100.73
-
4334.18
Sub-structure
102.19
-
4571.27
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 Drain base
64.8
-
5305.14
Drain wall
224.64
-
6421.57
Drain cover
86.4
-
5919.72
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 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 CD work
108.68
-
5572.57
Sub-structure
77.4
-
6148.56
Deck slab
58.8
-
6253.71
Road Kerb
23.17
-
7170.51
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
12
-
12440.47
PCC M-30 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 Foundation
590.4
-
5311.45
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
439.94
-
9164.73
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
46.6
-
92.75
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
144
-
1657.51
Gravel backing to 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.
19.03
-
925.12
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.
57.69
-
1633.9
Providing& fixing 100mm dia 450mm long in drainage spouts with all costs, all operations contingencies etc. complete as per Drawings and directions of the Engineer in charge
16
-
720.23
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
16.8
-
1700.98
Supplying, fitting & fixing in all floors of M.S.grills on Median made with angle and flats as per approved drawing and designs including making holes in walls and RCC structure, and making good to the damages to walls with cement concrete(1:2:4) with hard crusher broken granite stone chips of 12mm to 20mm size(20mm size not to exceed 25%) of approved quality with cost of all materials labour, cost of welding all T&P, sundreis etc complete in all respect as per specification and direction of Engineer in charge
34170
-
87.19
Cement painting two coats over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge
35.7
-
47.98
Painting two coats with approved Synthetic enamel paints of approved colour, shade over a coat of primer in Road kerb including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge
2149.14
-
61.6
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
160
-
384.65
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 Boundary post.
27
-
618.69
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
7
-
579.9
Ordinary Kilometre Stone
3
-
1907.7
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
720.41
-
308.47
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
4.32
-
11518.57
90 cm equilateral triangle
8
-
5025.75
80cm x 60cm Rectangular
6
-
5910.83
60 cm equilateral triangle
6
-
3687.81
60 cm Circular (speed limit)
6
-
4559.18
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