Works Department Tender

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Works Department Tender

Works
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 3,02,44,108 
Notes
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Costs

Summary

Improvement Of Nayagarh-odagaon-laukhala Road From Ch.2.00 Km To3.00 Km And 9.400 Km To 11.00 Km In The District Of Nayagarh For The Year 2024-25

Description

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BOQ Items

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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.

3997.8

114377

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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

170.52

6104

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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.

6491.5

1321993

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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

21.75

15416

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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.

652.5

1458631

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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)

804.83

1946585

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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)

5212.2

183156

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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)

15857.94

194576

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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)

312.73

2705064

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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(4th Revision)

634.32

6015998

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Providing and laying Moorum in Shoulder as per 407 of MORTH Specification for Road and Bridge Works.

231.3

276345

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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)

435

2172929

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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).

758

6123889

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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.

43.88

4034

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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.

6.9

589905

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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

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Foundation

19.5

124864

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Sub-Structure

30

400547

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Super-Structure

19.5

287149

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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.

14.5

79970

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P.C.C M-20 grade with 20mm and down grade black hard granite(crusher broken) stone chips including hoisting and laying.

870

5433176

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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

160

14889

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200 mtre stone

10

3008

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km stone

4

1637

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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.

814.36

226905

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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.

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i) Information signs(80mmx60mm)

16

107411

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ii)Direction/Place indication sign(1200x700 mm)

1.68

20492

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iii) Advance Direction/destination/Place indication sign(1800x1200 mm)

2.4

31067

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Cautionary signs triangular 900mm side

13

73500

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Mandatory signs

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i) Circular 600mm dia.

9

45859

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ii) Octagon 900mm height.

7

57971

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