Tender For Improvement Such As Widening And Strengthening To Binjharpur Singhpur Road From 5/900 Km. To 10/730 Km. In The District Of Jajpur Under State Plan For The Year 2022-23
Tender Value
5 Crore
Estimated cost
Bid Submission
31 Jan 2023
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
panikoili → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Such As Widening And Strengthening To Binjharpur Singhpur Road From 5/900 Km. To 10/730 Km. In The District Of Jajpur Under State Plan For The Year 2022-23 Road Work
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprootingvegetation, 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 |
| 2 | Dismantling cement concrete grade M-15, M-20 including stacking the useful materials for reuse and removing the debries within 50m lead etc complete as per specification and direction of Engineer in charge |
| 3 | Dismantling brick /Tile work in cement mortar under 3m height with all lift including stacking the useful materials for reuse and removing the debries with 100m lead etc complete as per specification and direction of Engineer in charge. |
| 4 | Dismantling pretressed Reinforcement cement concrete of grade M-20 & above including stacking the useful materials for reuse and removing the debries within 100m lead with all liftetc complete as per specification and direction of Engineer in charge |
| 5 | Removing all type of Hume pipe stacking within a lead of 1000 mt with all lift including stacking the useful materials for reuse and removing the debries within 100m lead etc complete as per specification and direction of Engineer in charge |
| 6 | Earthwork 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. |
| 7 | 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(4th Revision) |
| 8 | Construction of embankment with approved materials deposited at site from roadway cutting 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. |
| 9 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materialsincluding all cost of materials with cost of all labour, T&P etc. 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). |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificationincluding all cost, conveyance of materials with cost of all labour, T&P etc. 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). |
| 11 | 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.) |
| 12 | 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.) |
| 13 | 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. |
| 14 | 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 & Highwaysincluding cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 15 | 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). |
| 16 | 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) |
| 17 | Providing and laying granular materials in shoulders using moorum in sub-base in layers not exceeding 225mm 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. |
| 18 | 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. |
| 19 | Providing fine dressing and turfing the slopes of the road embankment & revetment with compact Dub grass with all lifts and within initial lead of 1 km. and as per the direction of the Engineer-in-charge |
| 20 | Filling foundation and plinth with good quality river sandincluding wateringwith cost, conveyance, royalty, taxes of all materials, labour with T&P required for the work etc complete as per specification and direction of theEngineer-in-charge |
| 21 | Providing, laying and fixing in position reinforced cement concreteNP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 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 1000mm dia |
| 22 | PCC M-15 Grade nominal mix 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Base(HP Culvert) |
| 23 | Wall |
| 24 | Sub-structure |
| 25 | 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Drainr base |
| 26 | Drain wall |
| 27 | Drain cover |
| 28 | 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Foundation(Box Culvert) |
| 29 | Sub-structure |
| 30 | Deck slab |
| 31 | Road Kerb |
| 32 | RCC M-30 Grade in Wearing coat 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 the Engineer-in- charge |
| 33 | 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 theEngineer-in-charge |
| 34 | 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 |
| 35 | Providing and laying of metal spall backing in the rear side of abutment and wing wall using 5cm sizie hard granite metal to a thickness not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided the entire surface etc complete as per specification and direction of Engineer in charge |
| 36 | Gravel backing to revetment including cost, conveyance, royalty, taxes of materials, labour, T&P required for the work etc. complete as per direction of theEngineer-in-charge. |
| 37 | 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. |
| 38 | Providing& fixing100mm dia PVC pipe ofapproved make for vertical dropin drainage spouts with all costs, all operations contingencies etc. complete as per Drawings and directions of the Engineer in charge |
| 39 | Construction of precast RCC railing of M30 Grade, aggregate size and not exceeding 12mm 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 2000mm leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification |
| 40 | Cement painting two coats over a coat of Cement wach including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge |
| 41 | Painting two coats with approved Synthetic enamel paints of approved colour, shade over a coat of primer in Road kerbincluding sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour TandP etc complete as per specification and direction of Engineer in charge |
| 42 | Supplying and fixing 15 cm diameter 1.00m long guard posts of RCCM-15 using 7.5 kg of steel for each guard post with 12 mm size black hard granite stone chips including cost of all reinforcemnt and materials centering shuttering and watering etc complete as per drawing and direction of the Engineer in Charge |
| 43 | Reinforcement cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC 25-1967 fixing in position inclulding cost of all materials and labour as per specification and direction of Engineer in charge |
| 44 | 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 andlettering, 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) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.200 mtr. stone |
| 45 | Ordinary Kilometre Stone |
| 46 | 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 |
| 47 | 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.1800mmx1200mm size board |
| 48 | 90 cm equilateral triangle |
| 49 | 80cm x 60cm Rectangular |
| 50 | 60 cm equilateral triangle |
| 51 | 60 cm Circular (speed limit) |
| 52 | 60 x45cm Rectangular |
AI Tender Summary
Tender Timeline
Jan 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 31, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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