Works Department Tender
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Costs
EMD
₹ 5,54,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_106538_4Tender No
CCE.Ctc.(RandB)6/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Dismantling pretressed / Reinforced cement concrete of M-20 grade 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
42.12
1757
74042.75
Dismantling of Brick or. stone masonry in cement mortar and disposal of unserviceable material with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge.
266.4
418
111544.34
Providing, laying and fixing in position reinforced cement concrete 1000mm dia 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
25.5
7935
202363.92
Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials within all leads and lifts etc. complete as per specification and direction of Engineer-in-charge
14205
6
85230
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)
11336.25
12
137848.8
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)
2446.5
36
88098.47
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.
1957.33
36
71520.84
Construction of embankment with approved materials obtained from borrow 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.
15941
198
3162056.76
Sand filling in Road work & CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all
respect & as per direction of the Engineer-in-Charge.
91.43
551
50402.62
Providing compacted granular materials in shoulder/diversion road by using moorum of approved quality having required P1 value with sand admixture watering and compacting the required density in OMC with PRR as per approved drawing and technical specification as per Section 900 and Clause 407 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge
1024.43
1625
1665518.29
Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials as per table 400-I, 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).
1414.97
3455
4889952.37
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification 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).
4239.76
3825
16217845.16
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.)
16959.03
34
583729.81
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.)
16959.03
12
208765.66
Providing and laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of VG-30 Viscous grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MORT&H Specification for Road & Bridge works (5th Revision) etc complete as directed by the Engineer in charge
847.95
8790
7453539.86
Providing and laying 25mm thick Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 Viscous grade of bitumen, transport the hot mix to work site, laying with a 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 compaction as per Clause 508 of MORT&H Specifications for Road & Bridge works (5th Revision) etc complete as directed by the Engineer in charge
423.97
10609
4498211.47
Construction of dry lean cement concrete sub-base with semi mechanised method 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)
292.61
6096
1783852.97
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)
585.23
9061
5303348.41
PCC M-15 Grade in foundation bed as levelling course of 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
74.88
6492
486123.96
Foundation and substructure
396.82
9357
3713282.83
RCC M-20 Grade in foundation in wing wall 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
28.43
7614
216489.05
Sub-structure
54.77
9415
515696.79
RCC M-25 Grade in foundation Raft of RCC box culvert 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
22.03
7791
171648.51
Sub-structure
24.66
11831
291770.46
Superstructure
16.38
9776
160136.94
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)
2.45
14295
35023.14
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
11.7
86667
1014003.9
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
121.32
92
11173.57
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
63.78
3160
201577.97
Gravel backing to revetment below slope pitching etc. complete including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge
7.75
1933
14987.18
Rough stone dry packing in aprons and revetments using departmental stone dismantling from CD works and structure, 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.
31.28
868
27180.44
Rough stone masonry with sand grouted for walls with hard granite stones as per Drawing and Technical Specification and as per Section-1400 of MOR&TH specification for Road and Bridge works (5th Revision) including cost of all materials and labour etc complete as per the specification & direction of the Engineer in charge.
33.7
4577
154262.76
Grouting approns and revertment of 23cm deep with cement concrete (1:4:8) using 2.5cm hard crusher broken aggregate as per approved drawing including cost of all materials and labour etc complete as per the specification & direction of the Engineer in charge.
104.26
358
37346.97
Providing and fixing of road stud 100x100mm die-cast in aluminum, resistant to corrosive effect of salt and grit fitted with tense reflections installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part-4:1973
3024
243
735497.28
Painting on concrete surface with two coats ofwater based cement paint 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
13.21
61
817.3
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
1000
93
93990
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.
5th Km. stone
2
585
1171.22
Ordinary Km stone
5
409
2047.25
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
774.79
278
215879.74
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.900mm size Equilateral triangular
8
5284
42274.24
600mm size Equilateral triangular
10
3932
39329.6
600mm size Circular
12
4813
57756.48
Direction and Place Ideentification signs upto 0.9 sqm.
5.04
10992
55403.21
Direction and Place Ideentification signs more than 0.9 sqm.
6
11757
70542.48
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