Works Department Tender
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Costs
EMD
₹ 7,46,823Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_107128_4Tender No
15 of 2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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
72
-
57998.88
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) complete in all respect as directed by the Engineer-in-Charge.
794.25
-
2271880.64
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) complete in all respect as directed by the Engineer-in-Charge
5295
-
184901.4
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)complete in all respect as directed by the Engineer-in-Charge
78750
-
983587.5
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) complete in all respect as directed by the Engineer-in-Charge
3937.5
-
31030925.63
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 to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (4th Revision)complete in all respect as directed by the Engineer-in-Charge.
2374.05
-
24005206.58
Providing and laying Moorum in Shoulder as per 407 of MORTH Specification for Road and Bridge Works.complete in all respect as directed by the Engineer-in-Charge.
2512.8
-
6388995.02
Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 450kg 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).complete in all respect as directed by the Engineer-in-Charge
385
-
3070028.5
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.
162
-
43885.8
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.complete in all respect as directed by the Engineer-in-Charge.
72
-
475540.56
Providing weep holes of specified size as directed by the Engineer -in charge including metal spal backing complete.@ 1500mm C/C.complete in all respect as directed by the Engineer-in-Charge.
239.4
-
26568.61
Providing and laying Plain cement concrete of grade M-15 in foundation of CD works etc with formwork using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700, 2100, 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
Super-Structure
468
-
4170348
Filling in foundation trenches and plinth with excavated earth and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, 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.
108
-
16254
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 complete in all respect as directed by the Engineer-in-Charge..
4050
-
1128451.5
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.complete in all respect as directed by the Engineer-in-Charge.
-
-
-
60mmx45mm Rectangular
12
-
55440
90cm equilateral Triangle
62
-
347946.48
60cm circular
12
-
60643.68
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