Works Department Tender
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Costs
EMD
₹ 1,66,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_EICCL_49673_4Bid Award Id
ViewTender No
SE (R and B)BGR-06 of 2018-19Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Construction of Granular Sub-Base (Gr-IV) by providing material, 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
822.32
1177628
1432.08
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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.
1026.81
1530285
1490.33
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Providing and applying Primer Coat with emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm. using mechanical means as per clause 502 of MORT&H specifications for road & bridge works (Latest revision).
6039
115828
19.18
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Providing and applying tack coat with emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
6039
42273
7
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Providing and laying Bituminous Macadam using crushed aggregate of grading-2 materials premixed with bitumenous binder, transported to site, laid over a previous prepared surface with hydrostatic paver finisher with sensor control to the required grade and level and alignmentand rolled as per Clause No.-501-6 and 501-7 to achive the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
301.95
1456479
4823.58
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Providing and laying Semi Dense Bituminous Concrete using crushed aggregate of grading-2 materials premixed with bitumenous binder@ 4.50 to 5.00%of mix and filler, transport the hot mix to work site, laying with a hydroststic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MoRT&H Clause No. 508 of MoSRT&H specifications for Road & Bridge works (4th Revision)
150.98
944884
6258.34
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Supplying and laying of pre cast inter-locking coloured concrete block 60mm thickness with crushing strength of any individual shall not be less than 40 N/Sqm as per drawing and technical specification clause 1504 of MORTH and BS specification 6717-II 1986 with all cost of material,labour,carriage and laying as per direction of Engineer-In-Charge.
2748.9
2693619
979.89
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RCC M-20 Grade in cover slab with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5M below ground level and/or 1.5m above ground/bed level for finished item work as per clause 1000/1500/1700/2200 of MORT&H specification.
-
-
-
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Raising drain
59.29
307170
5180.81
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Cover slab
148.23
623768
4208.11
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Providing HYSD reinforcement for RCC works in substructure including bending, binding and placing in position for finished item work as per drawing and as per clauses 1000/1600 of MORT&H specification.
74.12
469063
6328.43
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Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty all materials as per clause 304.2 as per clause no 304 3.7 of MoRT & H specifications for Road & Bridge works ( 4th version)
179.06
58570
327.1
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Construction of dry lean cement concrete Sub-base over a prepared sub-grad 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 concrete not to be less than 150kg/cum of MoRT & H specifications for Road & Bridge works ( 4th version)
90.83
286435
3153.53
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Construction of un-reinforced,dowel jointed plain cement concrete pavement over a prepared sub-base with 43 gread cement @400kg/cum coarse and fineaggregates conforming to IS-383, maximum size of coarse aggregate not exceeding 25mm mixed in a batching and mixing plants as per approved mix desing of MoRT & H specifications for Road & Bridge works ( 4th version)
570.9
2899812
5079.37
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Back filling with excavated earth within 50m. Lnitial lead and 1.5m. Initial lift including watering and ramming etc complete as per the direction of the Engineer-in-charge
2837.35
211921
74.69
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Earth work in excavation of foundation teachers/in all kinds of soil including moorum, stoney earth and earth mixed with boulder except sheet rocks and boulders requiring blasting including dressing and leveling the bed up to the required depth & depositing the excavated materials away from the work site with all leads & lefts top shorting & strutting if required etc. complete as directed by the Engineer-in-charge.
493.05
66280
134.43
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Supplying and filling in foundation and plinth with sand including watering, ramming cost, conveyance & taxes materials & cost of labour with T&P required for the works etc. complete. (measurement will be taken on finished completed section only)
103.8
33952
327.1
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Cement concrete( 1:3:6 )mix with stone aggregate 40mm nominal size mechanicaly mixed & vibrated in foundation upto a depth of 1.5m below ground level and 1.5M above ground/bed level for finished item work as per clause No. 1000/1500/1700/2200 of MORT&H specification.
103.8
377744
3639.16
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RCC M-15 Grade in foundation Raft with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5M below ground level and/or 1.5m above ground/bed level for finished item work as per clause 1000/1500/1700/2200 of MORT&H specification.
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-
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Bed concrete
140.13
589682
4208.11
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Side wall
186.84
967864
5180.18
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Cover slab
46.71
196560
4208.11
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Providing HYSD reinforcement for RCC works in substructure including bending, binding and placing in position for finished item work as per drawing and as per clauses 1000/1600 of MORT&H specification.
154.15
1010447
6554.96
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Providing weep holes in abutment/ wing wall/ wall with 100mm dia extending through the width of the structure with sloping IV:20 towards draining face etc. complete as per drawing and technical specification.
155.7
13394
86.03
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Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads as per clause no.803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of specification of MoRT&H and as per direction of the Engineer-in-charge
646.8
319984
494.72
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge
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-
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Mandatory sign boards
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-
-
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80cm x 60cm size Rectangular (Informatory)
6
27911
4651.85
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Route marker sign (450 x 600mm)
6
31347
5224.55
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90cm size equilateral Triangules
6
22956
3826.09
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