Periodical Renewal Of 5Year Completed Post Dlp Pmgsy Roads (Pwd Road - Belanta)Pmgsy Package No Or-Adb-07,(Pwd Road To - Baliput) Pmgsy Package No Or-Adb-06,(Nuapatana - Gokhankhala)Pmgsy Package No Or-07-221, Under Periodical Maintenance Package No Or-07
Tender Value
92.21 Lakhs
Estimated cost
Bid Submission
28 Mar 2024
0 days left
EMD
1.85 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
tigiria → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Periodical Renewal Of 5Year Completed Post Dlp Pmgsy Roads ( Pwd Road - Belanta ) Pmgsy Package No Or-Adb-07, ( Pwd Road To - Baliput ) Pmgsy Package No Or-Adb-06, ( Nuapatana - Gokhankhala ) Pmgsy Package No Or-07-221, Under Periodical Maintenance Package No Or-07-Pm -33For The Year 2023-24
BOQ
| Sl. No. | Item Description |
| 1 | PWD Road - Belanta PMGSY Package No OR-ADB-07 |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceab |
| 3 | Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge |
| 4 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915as per direction of the Engineer in charge. |
| 5 | Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. |
| 6 | Guard post |
| 7 | Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made ofhigh intensity grade sheetingas per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x |
| 8 | Cautionary and mandatory Signs |
| 9 | Construction ofEarthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means). |
| 10 | Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C. |
| 11 | Providingand constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. |
| 12 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing andMORD technical specification Clause 800,1100,1200and as per direction of Engineer-in-Charge. |
| 13 | Providing concrete for plain / reinforced concrete in Super Structure complete as per drawing andMORD technical specification Clause 800,1100,1200and as per direction of Engineer-in-Charge. |
| 14 | Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C. |
| 15 | Periodic Renewal |
| 16 | Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc complete |
| 17 | Providing and 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, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 18 | Routine Maintenance |
| 19 | BT works |
| 20 | For 1st Year |
| 21 | For 2nd Year |
| 22 | For 3rd Year |
| 23 | For 4th Year |
| 24 | For 5th Year |
| 25 | CCworks |
| 26 | For 1st Year |
| 27 | For 2nd Year |
| 28 | For 3rd Year |
| 29 | For 4th Year |
| 30 | For 5th Year |
| 31 | Emergency works(Work to be taken up as per the reqirement & separate work order to be issued by PIU) |
| 32 | (PWD Road to - Baliput) PMGSY Package No OR-ADB-06 |
| 33 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceab |
| 34 | Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge |
| 35 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915as per direction of the Engineer in charge. |
| 36 | Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. |
| 37 | Guard post |
| 38 | Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made ofhigh intensity grade sheetingas per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x |
| 39 | Cautionary and mandatory Signs |
| 40 | Construction of Un-Reinforced, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 41 | Construction ofEarthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means). |
| 42 | Periodic Renewal |
| 43 | Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc complete |
| 44 | Providing and 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, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 45 | Routine Maintenance |
| 46 | BT works |
| 47 | For 1st Year |
| 48 | For 2nd Year |
| 49 | For 3rd Year |
| 50 | For 4th Year |
| 51 | For 5th Year |
| 52 | CCworks |
| 53 | For 1st Year |
| 54 | For 2nd Year |
| 55 | For 3rd Year |
| 56 | For 4th Year |
| 57 | For 5th Year |
| 58 | Emergency works(Work to be taken up as per the reqirement & separate work order to be issued by PIU) |
| 59 | (Nuapatana - Gokhankhala)PMGSY Package No OR-07-221 |
| 60 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceab |
| 61 | Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge |
| 62 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915as per direction of the Engineer in charge. |
| 63 | Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C. |
| 64 | Guard post |
| 65 | Providing and fixing of Retro reflective cautionary, mandatory and informatory sign board as per IRC:67 made ofhigh intensity grade sheetingas per clause no 801.30 fixed over aluminium sheeting 1.5mm thick Supported on a mild steel angle iron post 75x |
| 66 | Cautionary and mandatory Signs |
| 67 | Construction of Un-Reinforced, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 68 | Construction ofEarthern shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MORD technical Specification Clause 303 with all leads & lift as per direction of the Engineer in charge (By mechanical means). |
| 69 | Periodic Renewal |
| 70 | Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.30kg per sqm on the prepared bituminous/granular surface etc complete |
| 71 | Providing and 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, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 72 | Routine Maintenance |
| 73 | BT works |
| 74 | For 1st Year |
| 75 | For 2nd Year |
| 76 | For 3rd Year |
| 77 | For 4th Year |
| 78 | For 5th Year |
| 79 | CCworks |
| 80 | For 1st Year |
| 81 | For 2nd Year |
| 82 | For 3rd Year |
| 83 | For 4th Year |
| 84 | For 5th Year |
| 85 | Emergency works(Work to be taken up as per the reqirement & separate work order to be issued by PIU) |
AI Tender Summary
Tender Timeline
Mar 15, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 28, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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