Works Department Tender
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Costs
EMD
₹ 7,03,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_105776_4Bid Award Id
ViewTender No
11 of 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1292.61
-
96584.04
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Fine dressing and turfing with initial lead of 50m and 1.5m initial lift as per direction of Engineer-in-Charge.
15594
-
446924.04
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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
805.51
-
28837.26
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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.
22844
-
4652637.48
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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
257.35
-
304838.8
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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.
508.31
-
1213341.05
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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)
4436.51
-
11468600.18
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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)
29160.78
-
833998.31
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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)
37381.98
-
395127.53
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Providing and laying 25 mm mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29. prepared by using mastic cooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with size at the rate of 0.005 cum per 10 sqm and at an approxmate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surface is not less than 1000C,protruding 1 mm to 4 mm over mastic surface all complete as per clause 515
5161.2
-
7663504.6
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Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting 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 wheeed,vibratory and tandem rollers to achieve the desired compaction as per clause 507 of moSRT&H specifications for Road & Bidge works(4th Revision)
1933.25
-
16833658.38
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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(5th Revision)
966.62
-
9339308.45
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Providing and laying Moorum in Shoulder as per 407 of MORTH Specification for Road and Bridge Works.
1559.4
-
3352101.83
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Construction of dry lean cement concrete sub-base over a prepare 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 in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per clause 601 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
154.35
-
653917.67
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Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
314.87
-
2500829.79
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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.
214.2
-
19832.78
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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.
22.5
-
6417.9
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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.
67.5
-
44414.33
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Dismantling Cement concrete grade M-15 & M-20 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.
255.34
-
162914.58
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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.
-
-
-
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600mm SR HPC
30
-
102584.7
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600mm DR HPC
20
-
68389.8
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1000mm SR HPC
70
-
567358.4
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1000mm DR HPC
20
-
162102.4
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PCC M-15 grade in Foundation including cost conveyance, rayality taxes of all materials, cost of all labour, T&P etc, complete.
178.35
-
1037517.24
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Plain cement concrete M-15 grade in sub-structure complete as per drawing and technical specification.
1140.75
-
6776956.19
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Rough Stone Dry Packing in Approns and revements.
120
-
263316
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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
-
-
-
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Guard Post
360
-
33501.6
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200 mtre stone
31
-
9324.8
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km stone
9
-
3685.05
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5th km stone
1
-
585.61
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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.
1462.48
-
407490.8
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i) Information signs(80mmx60mm)
18
-
121644.54
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ii)Direction/Place indication sign(1200x700 mm)
1.68
-
20575.9
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iii) Advance Direction/destination/Place indication sign(1800x1200 mm)
2.4
-
31209.46
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Cautionary signs triangular 900mm side
18
-
102576.78
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Mandatory signs
-
-
-
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i) Circular 600mm dia.
9
-
46262.88
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ii) Octagon 900mm height.
10
-
83264.9
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