Work Improvement To Shelgaon Bajar Jahagirpur Kolhi Gawli Kolhi Gollar Lapali Ridhora Road(Odr 88 ) Ta. Motala , Dist.Buldana.Ch. 17/00 Km To 19/000 Km( Hot Mix).
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Sep 2024
0 days left
EMD
46500
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shelgaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Improvement to Shelgaon Bajar Jahagirpur Kolhi Gawli Kolhi Gollar Lapali Ridhora Road(ODR 88 ) Ta. Motala , Dist.Buldana.Ch. 17/00 km to 19/000 km( Hot Mix).
BOQ
| Sl. No. | Item Description |
| 1 | Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete a)40 mm Metal, By breaking Boulders (Hand broken).Km17 |
| 2 | Km 18 |
| 3 | SupplyingSoft Murumattheroadsite,including conveying and stacking complete. (E CSR Item No.2.29 b ) (Reference No.MORTH 408) (Additional Specification..MORTH 408 KM 17 |
| 4 | Km 18 |
| 5 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.For Side Shoulder sKm 17 |
| 6 | For Side Shoulder sKm 18 |
| 7 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . Item no. 50.58 |
| 8 | Spreading hard murum for side width etc. complete |
| 9 | Compacting the sub grade/gravel/oversize metal (100mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 11 | Providingandconstructing50mm.thick Modified PenetrationMacadam(MPM)road surfaceincluding allmaterials,preparingthe existingroadsurface,spreading 40mm.stone layersmetal30% crusherbrokenmetal+70%Handbrokenmetal(BybreakingRubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc.complete,includingapplyingtackcoatofbitumen0fspecifiedgradeattherateof0.30KilogramSquare Metre.(on existing bitumen surface.) Rate as per (E CSR Item No.3.38 a For KM -16 |
| 12 | For KM -17 |
| 13 | Providingandapplyingtackcoatonthepreparedsurface heatingby fames inBoiler andsprayingbitumenset footedin bitumenbolleronB.T.surface2.5kg/10sqm.VG30bulk bitumen (E CSR Item No.3.3) (Reference No.MORTH 503) KM 16 |
| 14 | Km 17 |
| 15 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) (E CSR Item No.4.12) (Reference No.MORTH 511 Km 17 |
| 16 | KM-18 |
| 17 | Providing and laying of Type - B premix seal coat with HMP of appropratecrushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mixplant and rolling bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) (E CSR Item No.4.03) (Reference No.MORTH 513 Km 17 |
| 18 | Km 18 |
| 19 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directedetc. complete.Item No.12.03 |
| 20 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.item no.11.01 |
| 21 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum rtype mixer with SCADA with Natural / VSI standard Artificial Sand)item no.11.04 |
| 22 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA item no.11.29 |
| 23 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 Class of1200 mm diameter in proper line level and slope including providing and fixing collars in cement mortar 1:2 and curing etc completeitem no.11.12 |
| 24 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. item no.11.24 |
| 25 | Providingandfixingboarddisplayinginformation,suchas \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18gauge (1.25mm)thick mild steelsheetpaintedwithonecoatofZincchromatestoving primer andtwocoats ofenamelpaintonfrontside andgrey stoveenamelonbacksideandborder/messages/symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles ofsize 35mmx35mmx3mmdulypaintedincludingTwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpaintedwithalternateblackandwhitebandsof25cm widthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding, excavation,refilling,transportation,andlabouretccomplete. Spec. No. As directed by Engineer in Charge (E CSR Item No.6.36) (Reference No.MORTH 801) (Additional Specification..MORTH 801 |
| 26 | Royalty ofMetal and Murum |
| 27 | Royalty of Sand |
| 28 | Add for Material Testing Charges for 40 mmmetal -Water Absorption,Specific Gravity,Inpact Value / Crushing Value Tests |
| 29 | 40mm H.B. Metal Sieve Analysis |
| 30 | 40mm H.B. MetalFlakinesss |
| 31 | For M P M 40 mm H Bmetal -Water Absorption,Specific Gravity,Inpact Value / Crushing Value Tests |
| 32 | For M P M 40 mmCr Metal Sieve Analysis |
| 33 | Bulk Bitumen : Penetration , Softening Point, Flash and Fire Point , Specific Gravity |
| 34 | Add for Material Testing Charges forOGC 20 mm thick Sieve Analysis for 10 to 12 mm metal CR |
| 35 | Add for Material Testing Charges for Mix Metal- Extaction- Tests |
| 36 | Add for Material Testing Charges for Hard Murum Sieve Analysis- Tests |
| 37 | Add for Material Testing Charges for Hard Murum P IVAlue |
| 38 | Add for Material Testing Charges for Sand : FM Silt Content |
| 39 | Add for Material Testing Charges forCment Concrete : Compressive Strength |
AI Tender Summary
Tender Timeline
Aug 29, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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