Improvement Of Kalashi To Kuksa Road , Vr -51 Ch. 0 / 000 To 1 / 500 Tq. Daryapur
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Jan 2022
0 days left
EMD
34000
Bank guarantee accepted
Document Fee
1120
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
daryapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Kalashi To Kuksa Road , Vr -51 Ch. 0 / 000 To 1 / 500 Tq. Daryapur
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | 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. |
| 3 | DismantlingofexistingB.T.Surface(flexiblePavement)toadepthof50mm.manually including loading of dismantled material to transport vehicle at site excluding lead charges |
| 4 | 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)80 mm Metal, By breaking Boulders (Hand broken). |
| 5 | 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 . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements)a)40 mm Metal, By breaking Boulders (Hand broken).Km1 |
| 6 | Km2 |
| 7 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.Km1 |
| 9 | Km2 |
| 10 | Supplying soft murum at the road site, including conveying and stacking complete.Km1 |
| 11 | Km2 |
| 12 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 13 | Compactingthesubgrade/gravel/oversizemetal(200mmloose)layersforallwidthwith Vibratoryrollerhavingweight8to10MT.includingnecessary,labour,materialsandartificial watering complete. |
| 14 | Compactingthesubgrade/gravel/sizemetal(100mm loose)layersforallwidthswith Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificialwatering complete. |
| 15 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 16 | Providingandconstructing75mm.thickModified PenetrationMacadam(MPM)road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying thebitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compactionas per TechnicalSpecificationClause 506 etc. complete.Including picking of existing WBM surface. (VG-30bulkbitumenratesare considered to arrive at rates)Km1 |
| 17 | Km2 |
| 18 | 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)Km1 |
| 19 | Km2 |
| 20 | 9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m,preparing existing road surface by mechanical means, spreading chipsandrolling,bystaticrollerhavingweight8to10MT.etc.complete.(VG-30bulk bitumen rates are considered to arrive at rates)Km1 |
| 21 | Km2 |
| 22 | 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 |
| 23 | 80mmWater absorption , |
| 24 | Impact Value |
| 25 | Sieve Analysis |
| 26 | Flakiness index |
| 27 | 40mmWater absorption , |
| 28 | Impact Value |
| 29 | Sieve Analysis |
| 30 | Flakiness index |
| 31 | Supplying of Hard murrumLiquid limit & PI |
| 32 | Supplying of Soft murrumLiquid limit & PI |
| 33 | Providing and constructing 75mm MPM (Crusher Metal)Water absorption , |
| 34 | Impact Value |
| 35 | Sieve Analysis |
| 36 | Flakiness index |
| 37 | Bitumen:-Penetration |
| 38 | Ductility |
| 39 | Softening Point |
| 40 | Viscocity |
| 41 | Carpet Mix:- Extraction Test/Binder Content |
| 42 | Seal coat Mix:- Extraction Test/Binder Content |
| 43 | Royalty Charges |
AI Tender Summary
Tender Timeline
Dec 31, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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