Improvement To Kabata Bandha Rekhideipur Road From 0/000 Km . To 3/280 Km . In The District Of Jajpur Under State Plan For The Year 2019-20 Road Work
Tender Value
3.99 Crore
Estimated cost
Bid Submission
19 May 2020
0 days left
EMD
3.99 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Panikoili → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Kabata Bandha Rekhideipur Road From 0/000 Km . To 3/280 Km . In The District Of Jajpur Under State Plan For The Year 2019-20 Road Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Mar-2020 | Corrigendum15 | Date | 18-Apr-2020 |
| 2 | 14-Apr-2020 | Extension of Date | Date | 06-May-2020 |
| 3 | 04-May-2020 | 3rd Corrigendum | Date | 19-May-2020 |
BOQ
| Name of Work:Improvement to Kabata Bandha Rekhideipur Road from 0/000 km. to 3/280 km. in the district of Jajpur under State Plan for the year 2019-20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material including removal top 150mm thick organic soil away from the road land as under Clause no. 201, specification for Road & Bridge work of MORT&H (5th revision) including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete as per specification and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001112 | 16960 | sqm |
| 2 | 2 | Dismantling of pretressed/reinforced Cement Concrete Grade M-20 grade including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge. | 21.6 | cum | |
| 3 | 3 | Dismantling of Cement Concrete Grade M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge. | 9.23 | cum | |
| 4 | 4 | Removing all type of Hume Pipes including earth work and dismantled material, disposal of unserviceable material and stacking the serviceable materials with all lifts and lead of 1000 meters etc. complete as per specification and direction of Engineer in charge. | 10 | rmt | |
| 5 | 5 | Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge. | 4680 | sqm | |
| 6 | 6 | Reworking the scarified Bituminous surface suitably after supplementing the base materials with sand and compacting the finished surface as per technical specification and as per clause 501.8.3.2 of MORT&H specification for Road & Bridge work (5th Revision) | 4680 | sqm | |
| 7 | 7 | Excavation for road works in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leads upto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. | 1678.5 | cum | |
| 8 | 8 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge | 1105 | cum | |
| 9 | 9 | Providing and laying granular materials in shoulders using sand in sub-base in layers not exceeding 150mm watering and compacting to the required density in OMC with Vibratory Roller with cost of all materials, labour, T&P etc. all complete as per specification & direction of Engineer-in-charge | 1287 | cum | |
| 10 | 10 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI including allcost of materialswith cost of all labour, T&P etc. complete as per table 400-2, 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 of MORT&H Specification for Road & Bridge works ( 5th Revision). | 1530.6 | cum | |
| 11 | 11 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificatio including all cost of materials with costof all labour, T&P n including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material 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 MORT&H specification for Road and Bridge works(5th Revision). | 3606.72 | cum | |
| 12 | 12 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) | 14586 | sqm | |
| 13 | 13 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) | 14586 | sqm | |
| 14 | 14 | Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 729.3 | cum | |
| 15 | 15 | Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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 No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 364.65 | cum | |
| 16 | 16 | Providing and laying granular material such as moorum in hard shoulders with moorum and compacting with PRR as per Clause 407 of MORT&H Specification for Road and Bridge work (5th Revision) | 656 | cum | |
| 17 | 17 | Construction of embankment with approved materials obtained from borrom pits and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 1411.3 | cum | |
| 18 | 18 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. | 1589.8 | cum | |
| 19 | 19 | Fine dressing and turfing the slopes of embankment with compact turf grass as per approved drawing and technical specification as per Clause 307 of MORT&H specification for Road and Bridge work (5th Revision) | 19682.8 | cum | |
| 20 | 20 | Construction of dry lean cement concrete sub-base over a prepared 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 with concrete mixture, transported to site, laying and compacting with PRR, finishing and curing as per clause 601 of MORT&H Specifications for Road & Bridge works (5th Revision). | 244.25 | cum | |
| 21 | 21 | Construction of un-reinforced dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with cement @ 400 kg. per cum coarse and fine aggregate of not exceeding to 25mm, mixed with concrete mixer as per approved mix design, laid with a fixed form compacted with vibrator and finished in continuous operation including provision of contraction expansion, construction and longitudinal joint(with SAIL steel) filler separation membrance against primer joint sealant debonding strip dowel bar tie rod admixture curring compound finishing to lines and graded as per drawing and as per Clause 602 of MORTH specification for Road and Bridge work(5th Revision) | 1083.5 | cum | |
| 22 | 22 | Earth work in excavation of foundation in hard soil including dressing and levelling the bed with cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 2034.63 | cum | |
| 23 | 23 | Filling foundation and plinth with good quality river sand well watered and rammed including cost, conveyance, royality and taxes of all materials and cost of labour, T&P required for the work etc complete as per specification and direction of Engineer in charge | 278.62 | cum | |
| 24 | 24 | Cement concrete (1:3:6) in foundation and plinth using 4cm size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge | 90.97 | cum | |
| 25 | 25 | PCC M-20 Grade in foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 7.8 | cum | |
| 26 | 26 | PCC M-20 Grade in Substructure using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 56.46 | cum | |
| 27 | 27 | RCC M-20 Grade in Foundation using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 451.5 | cum | |
| 28 | 28 | RCC M-20 Grade using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Wall | 404.33 | cum | |
| 29 | 29 | Slab | 24 | cum | |
| 30 | 30 | Providing Fe-500 HYSD reinforcement (SAIL/ RINL/TATA/JINDAL STEEL/ SHYAM STEEL) for RCC works including bending, binding & placing in position as per specification of Drawing & design including cost, conveyance of all materials, all labour and T&P etc. complete as per the specification and direction of the Engineer-in-charge | 701.16 | qntl | |
| 31 | 31 | Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of IV:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of Engineer-in-charge | 93.1 | rmt | |
| 32 | 32 | PCC M-15 Grade in foundation using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 24.33 | cum | |
| 33 | 33 | PCC M-15 Grade in Substructure in CD work using 40mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge | 667 | cum | |
| 34 | 34 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 900, 1000 & 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 1054.95 | cum | |
| 35 | 35 | Providing, laying and fixing in position 1000mm dia NP4 hume pipes for culverts including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.\n | 15 | rmt | |
| 36 | 36 | RCC M-25 Grade in Foundation using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation | 21.75 | cum | |
| 37 | 37 | Substructure | 16.06 | cum | |
| 38 | 38 | Deck slab and Hunch (Superstructure) | 17.21 | cum | |
| 39 | 39 | RCC M-30 Grade in Wearing coat including Reinforcement using 20mm downgraded size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including form works etc. complete as per the specification and direction of Engineer in charge | 2.81 | cum | |
| 40 | 40 | Metal spall backing in the rear side of abutments and wing wall including cost of all materials and labour etc complete as per specification and direction of Engineer in charge | 23.23 | cum | |
| 41 | 41 | Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and\nlettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) &\nincluding cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.\nOrdinary Kilometre stone\n | 4 | each | |
| 42 | 42 | 5th Killometer stone | 1 | each | |
| 43 | 43 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising glass beads @ 250gms per sqm area 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 etc complete as per specification and direction of Engineer in charge | 1126.51 | sqm | |
| 44 | 44 | Providing fixing 15 cm diameter 1.00m long guard posts of RCC M15 gradeconcrete using 3.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcement and materials cantering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge | 372 | each | |
| 45 | 45 | Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No.801.3 of specifications for road and bridge works of Ministry of Road Transport and Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.Mandatory sign board and Informatory traffic sign board 90 cm equilateral triangle | 12 | each | |
| 46 | 46 | 80mm x 60mm Rectangular school, college, Hospital and village | 8 | each | |
| 47 | 47 | 60 cm circular for speed limit and CI | 10 | each | |
| 48 | 48 | 90 cm Circular | 8 | each | |
| 49 | 49 | 60cm x 45 cm rectangular route mark | 2 | each | |
| 50 | 50 | 90 cm high octagon | 6 | each | |
| 51 | 51 | Facility 60 cm x 60 cm square | 3 | each | |
| 52 | 52 | Durectuib and place identification signs with size more than 0.9 sqm size board | 3 | each |
AI Tender Summary
Tender Timeline
May 04, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 18, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 06, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
May 19, 2020
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 19, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 20, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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