Works Department Tender
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Costs
EMD
₹ 1,97,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Approach Road From Nh-224 To The New Osbcl Deport At Village Taratua From 0.420 Km To 1.230 Km In The District Of Khordha
Description
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Contact
Tender Id
2024_EICCL_107990_1Bid Award Id
ViewTender No
17 of 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 as per direction of Engineer-in-Charge.
352.31
-
12612.7
... More
Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to the required slope and compacting to meet requirment of table 300-2. as per direction of Engineer-in-Charge.
9019.26
-
1836952.68
... More
Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge
70.4
-
63666.24
... More
Construction of granular sub-base by providing close grade granular sub-base grading-VI 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. as per direction of Engineer-in-Charge.
1885.41
-
3974236.88
... More
Providing,lying,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 matrial 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 mosrt&h specifications for road & bridge works (4th revision) as per direction of Engineer-in-Charge.
1463.7
-
3526009.39
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Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration 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 MOSRT&H Specification for Road & Bridge works (4th Revision) as per direction of Engineer-in-Charge.
351.29
-
3159881.65
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Providing and applying Primer Coat with emulson on prepared surface of granual base including clearing of road surface and spraying primer @ of 0.60 kg/sqm using mechanical means as per cluse 502 of Mosrt&H specifications for road & bridge works (4th revision) as per direction of Engineer-in-Charge.
5854.8
-
209192
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Providing and applying tack coat with bitumen Using emulsion pressure distributor at the rate of 0.20 kg/per sqm on the prepared bituminous/granular surface cleaned with mechnical broom as per cluse 503 of MoSRT&H specifications for road & bridge works (4th revision) as per direction of Engineer-in-Charge.
5854.8
-
73067.9
... More
Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix towork site,laying with a hudrostatic 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 509 of MoSRT&H Specifications for Road & Bridge works(4th Revision) as per direction of Engineer-in-Charge.
175.64
-
1741208.9
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Providing and laying Moorum in Shoulder as per 407 of MORTH Specification for Road and Bridge Works. as per direction of Engineer-in-Charge.
243
-
446714.19
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Earth work in excavation of foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction Of Engineer-in-Charge.
503.3
-
46484.79
... More
P.C.C (1:3:6) in foundation Plain cement concrete (1:3:6) mix with crushed stone aggregates 10mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days. as per direction of Engineer-in-Charge.
94.9
-
431016.82
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Providing weep holes of specified size as directed by the Engineer -in charge including metal spal backing complete.@ 1500mm C/C. as per direction of Engineer-in-Charge.
100.25
-
9189.92
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Cutting, Straightening, bending, binding and tying the grils and placing in position including cost conveyance of materials and binding wires,cost of all lebour T&P etc complete as per direction of the Engineer-in- charge.
100.14
-
877729.1
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Dismantling all type of structures and stacking within a lead of 1000mtre including earthwork and dismantling of masonary works including T&p, sorting the dismantled material,disposal of unserviceable material with all lifts and leads of 1000mtres.as per direction of Engineer-in-Charge.
45
-
12835.8
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Dismantling all type of hume pipes and stacking within a lead of 1000mtre including earthwork and dismantling of masonary works including T&p, sorting the dismantled material,disposal of unserviceable material with all lifts and leads of 1000mtres.(Cement concrete grade M-15 & M-20)
13.92
-
8881.38
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R.C.C work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per direction of Engineer-in-Charge.
-
-
-
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Foundation
27
-
166590
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Sub-Structure
228
-
1939418.16
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Super-Structure
27
-
216332.1
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Providing and laying reinforced cement concrete pipe (NP-4) for culverts inlcuding fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets clause 1106. as per direction of Engineer-in-Charge.
-
-
-
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600mm SR HPC
50
-
167085.5
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Plain cement concrete M-15 grade in sub-structure complete as per drawing and technical specification. as per direction of Engineer-in-Charge.
41
-
223297.89
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Rough Stone Dry Packing in Approns and revements. as per direction of Engineer-in-Charge.
22
-
43712.68
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Reinforced cement concrete M15 grade Kilometre Stone of standard design as per IRC 8-1980.fixed in position including painting & printing etc as per direction of Engineer-in-Charge.
-
-
-
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Guard Post
300
-
122274
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200 mtre stone
3
-
2077.02
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km stone
3
-
7040.22
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Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250 gms per sqm area,thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35 as per direction of Engineer-in-Charge..
311.85
-
86881.41
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Providing and erecting direction and place identification retroreflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting,2m thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75x75x6cm,2nos firmly fixed to the ground by means of properly designed foundation with M-15 grade of concrete 45x45x60cm below ground level as per approved drawing. as per direction of Engineer-in-Charge.
-
-
-
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i) Information signs(80mmx60mm)
5
-
28610.15
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ii)Direction/Place indication sign(1200x700 mm)
0.84
-
9150.25
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iii) Advance Direction/destination/Place indication sign(1800x1200 mm)
1.2
-
13956.38
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Cautionary signs triangular 900mm side
5
-
25906.9
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Mandatory signs
-
-
-
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i) Circular 600mm dia.
3
-
14151.24
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ii) Octagon 900mm height.
2
-
13829.42
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