Tender For Improvement To Naichakur To Dongargaon Dist Border Vr 46 Km 1/00 To 2/500 (Act Km 1/300 To 1/800 ) Tq Omerga
Tender Value
25.06 Lakhs
Estimated cost
Bid Submission
28 Feb 2024
0 days left
EMD
25065
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dongargaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Naichakur To Dongargaon Dist Border Vr 46 Km 1/00 To 2/500 (Act Km 1/300 To 1/800 ) Tq Omerga
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery ofthe area . |
| 2 | 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/Rubbleandstackingthebrokenmetaletc.complete.(Priorapprovalofsamplestackof brokenmetalbytheEx.Engineerisnecessarythedateofapprovalwillformpartofthe measurements)a)40 mm Metal, By breaking Boulders (Hand broken). |
| 3 | Supplying soft murum at the road site, including conveying and stacking complete. |
| 4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 5 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 6 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 7 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete. |
| 8 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 9 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff asdirected all sorts of soils. |
| 10 | Providingandconstructing50mm.thickModified PenetrationMacadam(MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting)heatingandsprayingthe [email protected]/Square Metre, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achivethedesireddegreeofcompactionasperTechnicalSpecificationClause506 etc. complete. IncludingpickingofexistingWBMsurface.(VG-30bulkbitumenratesare considered to arrive at rates) |
| 11 | ProvidingandapplyingtackcoatonthepreparedsurfaceheatingbyfamesinBoilerand sprayingbitumensetfootedinbitumenbolleronB.T.surface2.5Kilogram/10Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 12 | Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of13.2 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 rollingtoachievethedesiredcompactionbutexcludingprime/tackandSealcoat.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) |
| 13 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materialsandbitumenofspecifiedgrade preparingexistingroadsurface,heatingand applying bitumen @ 0.98 KilogramSquare Metre. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates). |
| 14 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ cum,optimum moisturecontenttobe determinedduring triallengthconstruction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable meansasapprovedby Engineer-in-charge,compactingwith vibratoryroller,finishing, curing andincluding preparation of sub-grade surface if required etc. complete. |
| 15 | Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing andfilling in joints with bitumenetc.complete.(withfullyautomaticmicroprocessorbasedPLCwithSCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 16 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 17 | Providingandfixingboarddisplayinginformation,suchas\"Nameofwork,Tendercost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / 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 of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge |
| 18 | For Metal Sieve Analysis |
| 19 | For Murum Sieve Analysis |
| 20 | CONCRETECompressive Strength OF C.C. Cube(Set of 3 cubes). |
| 21 | For MetalWater Absorption, Specific Gravity. Impact ValueCrushing Value. |
| 22 | BITUMENPenetration, Softening Point, Flash & Fire Point, SpecificGravity |
| 23 | Royalty Charges For Supply of Soil 40mm/80mm Metal (Hand Broken) |
AI Tender Summary
Tender Timeline
Feb 21, 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender