Tender For Short Term Maintenance Of Tohana (Punjab/Haryana Border) To Moonak-Jakhal-Budhlada Road Section Of Nh-148B From Km. 226.370 To 236.600, 239.400 To 241.500 And Km. 243.300 To 244.750 (13.780 Kms.) In The State Of Punjab
Tender Value
1.25 Crore
Estimated cost
Bid Submission
28 Feb 2024
0 days left
EMD
1.26 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
moonak → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Short Term Maintenance Of Tohana ( Punjab / Haryana Border ) To Moonak-Jakhal-Budhlada Road Section Of Nh-148B From Km. 6.370 To 36.600, 39.400 To 41.500 And Km. 43.300 To 44.750 ( 13.780 Kms. ) In The State Of Punjab
BOQ
| Sl. No. | Item Description |
| 1 | Road Maintenance |
| 2 | Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/shoulders conforming toTechnicalSpecificationsClauseno. 3002.Fill materialshouldbebroughtfromborrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the Engineer (Quantity ofcompactedFillmaterialtobemeasuredon cross sectional area basis) Qty of washed away portion (during heavy flood) of berms has been included. |
| 3 | Providing and laying 200 mm granular material filter conforming to MoRTH Specifications Clause no. 2504 complete in all respects as per direction of Engineer- In-Charge |
| 4 | Clearing, cleaning, deepening and reshaping of roadsideunlined/kacchadrainsandmakingshallow kaccha lateral drains on shoulders wherever required, includingremovalanddisposalofsediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- in-Charge and as per Maintenace Standards Clause no. 3.1 (Frequency of cleaning in urban areas will be quarterly whereas in rural areas, it will be twice in a year i.e. before and after monsoon). (Drains having depth upto 0.6 meter) |
| 5 | Clearingslab/boxtypeculvertsandpipeculverts including clearing, cleaning and reshaping of upstream and down stream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects asperdirectionofEngineer-in-Charge.andasper MaintenanceStandardsClause3.1(Frequencyof cleaning will be one time in a year i.e. before start of monsoon). |
| 6 | a) Slab/Box Type Culverts |
| 7 | b) Pipe Culverts |
| 8 | Removalofrankvegetation/weedsandundesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breakingofclods,roughdressinganddisposalof waste material and vegetation at a place outside ROW asperdirectionofEngineer-In-Chargeandasper MaintenanceStandardsClause3.3(Frequencywill be once in a quarter).a) Shoulders including side slopes of embankment up to toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited toonlyareaspronetogrowthofrank/undesirable vegetation and weeds). |
| 9 | Providing slurry seal for flliung of hair cracks, surface cracksand preventive/renewak treatment as per MORT&H Spcification clause 512 Filling of surface cracks 1-3 mm and preventing/renewal treatment |
| 10 | Providing, laying, 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 Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well-prepared surface and compacting with vibratory roller to achieve the desired density (Close graded Granular sub-base Material as per table 400-1) |
| 11 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 13 | Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per centby weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 14 | Providing and laying Bituminous Concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 15 | ROAD PROPERTY MAINTENANCE |
| 16 | Paintingwithhighglosssyntheticenamelpainttwo coats to give an even and smooth surface for protection ofexposedconcrete/masonryportionofBridges/CD works/parapet,kerbpaintingandrepairingwherever necessary, complete as per approval of the Engineer. (Old existing surface) |
| 17 | Cleaning, removing, clearing of dust and dirt from the existing metal crash barrier and pedestrian guard rail by washing with water and detergent etc. complete as directed by the Engineer. |
| 18 | Carryingoutroutinemaintenancetoalltypesof roadsignscompleteasdirectedbytheEngineer andMaintenanceStandardsClause3.4ofthebid document. |
| 19 | a) Road sign Boards mounted on single post. |
| 20 | b) Road sign Boards mounted on double post. |
| 21 | c) Overhead gantry road sign boards |
| 22 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 23 | Strengthening and repairing of partially damaged M.S. pedestrian Railing/pipe railing complete including welding, repairing/replacement of damaged parts/ portions(salvagematerialwillbeContractor’s property) as per existing pattern complete in all respects including painting of the damaged portions to match with the existing railing and as per direction of the Engineer in-charge. |
| 24 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 25 | PAVEMENT REPAIRS |
| 26 | Providing treatment and repairtopotholes/ruts of any depth/patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2, and as per direction of Engineer by using paving grade bitumen/emulsion/cold readymixmaterial.Thejobincludesremoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning ofsurface,paintingoftackcoatonthesides and base of excavation as per Clause no. 503, back filling the patch with bituminous material as perClauseno.509.Compactingtrimmingand finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specifications. |
AI Tender Summary
Tender Timeline
Feb 14, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 28, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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