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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement To Khordha-haladia Road
Description
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Contact
Tender Id
2022_EICCL_75618_5Bid Award Id
ViewTender No
CE-WBP(O)-27/2021-22Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
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Documents
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 as per direction of Engineer-in-charge.
9940.5
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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.
9982.17
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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. as per direction of Engineer-in-charge.
37337.92
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing as per direction of Engineer-in-charge.
211.4
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Construction of Granular sub-base by providing coarse graded IV material,spreading in uniform layers with motor grader on prepared surface,mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density,complete as per clause 401. as per direction of Engineer-in-charge.
3283.26
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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
7523.59
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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)
25808.68
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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 (5th Revision)(A/R-2006 page-169 item No-45).
5210.82
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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 (5th revision)
104216.46
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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 (5th revision)
104216.46
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Providing & laying semi dense 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MOSRT&H Specification for Road & Bridge works
2605.42
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Providing and laying granular materials in sub-base of shoulders with moorum and compacting with PRR as per Clause 407 of MoSRT&H Specification for Road & Bridge works. (5th Revision) etc complete as per direction of Engineer-in-charge.
228
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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 (5th Revision)
35
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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 (5th Revision).
70
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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.
5108.7
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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 and as per the direction Of Engineer-in-Charge.
661.47
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P.Q.C work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying and as per the direction Of Engineer-in-Charge.
681.53
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Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC
1539.4
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Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge
922.67
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Dismantling of Granular Course of Flexible Pavement stacking the useful materials for reuse and removing the debris with in 50. m Lead. and as per the direction Of Engineer-in-Charge.
48.13
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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.
127.5
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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.
486.72
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Dismantalling & removing cement concrete including stacking the use ful materials for reuse & removing the debrises within 50 mtr lead and as per the direction Of Engineer-in-Charge.
683.12
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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 and as per the direction Of Engineer-in-Charge.
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Drain Base
120.3
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Drain wall
515.64
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Cover Slab
120.3
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Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.
65.65
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Providing and laying reinforced cement concrete pipe (1000mm dia NP-4) o 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.
162.5
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Providing and laying reinforced cement concrete pipe (900mm dia 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.
50
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Providing and laying reinforced cement concrete pipe (600mm dia 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
12.5
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PCC M-15 Grade in foundation of structure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision).
213.84
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RCC M-25 grade in RCC Box culvert with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision).
-
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Foundation
87.76
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Sub-Structure
122.17
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Super-Structure
284.67
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RCC M-30 grade in wearing coat including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royalty of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section - 1500, 1600, 2300 & Clause- 2702 of MoRT&H Specifications for Road & Bridge works (5th Revision).
32.18
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
49.36
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PCC M-15 Grade in Substructure of structure with formwork using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision)..
1301.52
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Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance, royalty of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause - 2504 of MoRT&H Specifications for Road & Bridge works (5th Revision).
601.98
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Providing & fixing of Reinforced cement concrete M-15 grade of standard design as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).
-
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Guard Post
800
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200 mtre stone
59
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km stone
15
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5th km stone
3
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)..
4900
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & Bridge works (5th Revision).
152.17
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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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Advance Direction/Place indication sign(1200x700 mm)
4.2
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Advance Direction/destination/Place indication sign (1800x1200 mm)
6.48
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Facility Information sign (80 x 60mm)
22
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Cautionary signs triangular 900mm side
70
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Mandatory signs Circular 600mm dia.
35
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Mandatory signs Octagon 900mm height.
20
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Maintenance for Fourth year
-
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision).
709.56
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Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision).
185
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Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density including cost, conveyance, royality of moorum & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 408 of MoRT&H Specifications for Road & Bridge works (5th Revision).
526
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Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
10480
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Filling Pot-holes and Patch Repairs with Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface to the required grade, level and alignment and rolled as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works (4th Revision).
83
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Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (5th Revision).
236
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & Bridge works (5th Revision).
44.78
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Maintenance for Fifth year
-
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision).
1057.5
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Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision).
277.5
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Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density including cost, conveyance, royality of moorum & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 408 of MoRT&H Specifications for Road & Bridge works (5th Revision).
644
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Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means including cost, conveyance of bitumen emulsion & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision).
15720
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Filling Pot-holes and Patch Repairs with Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface to the required grade, level and alignment and rolled as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works(Latest Revision)
102
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Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works (5th Revision).
350.11
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Painting on concrete surface with two coats of water bound cement paint to unplaster concrete surface of approved shade for finished item of work including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & Bridge works (5th Revision).
67.17
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
165.94
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