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Improvement To Nimkund Approach Road Km 0 / 00 To 1 / 200 Including 40 Mm Patches, B.B.M. Carpet Seal Coat Vr-60 Tq.Achlapur , ACHALPUR-Maharashtra

Rural Development Department has published Improvement To Nimkund Approach Road Km 0 / 00 To 1 / 200 Including 40 Mm Patches, B.B.M. Carpet Seal Coat Vr-60 Tq.Achlapur . Submission Date for this Tender is 24-06-2021. Road Work Tenders in ACHALPUR Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

28175014
Corrigendum : Improvement To Nimkund Approach Road Km 0 / 00 To 1 / 200 Including 40 Mm Patches, B.B.M. Carpet Seal Coat Vr-60 Tq.Achlapur
Open Tender
Indian
Maharashtra
ACHALPUR
24-06-2021

Tender Details

Improvement To Nimkund Approach Road Km 0 / 00 To 1 / 200 Including 40 Mm Patches, B.B.M. Carpet Seal Coat Vr-60 Tq.Achlapur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Jun-2021 DATE EXTED 2 CALL Date 21-06-2021
2 22-Jun-2021 DATE EXTED 3 CALL Date 24-06-2021

Key Value

Document Fees
INR 1120 /-
EMD
INR 26000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Improvement to Nimkund approch road Km 0/00 to 1/200 including 40mm Patches , B.B.M.Carpet seal coat V.R.-60Tq :-Achalpur
Sl. No. Item Description
1Clearing 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.
2Supplying 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)80 mm Metal, By breaking Boulders (Hand broken). KM1
3Supplying 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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer. KM1
4Supplying hard murum/ kankar at the road site, including conveying and stacking complete. KM1
5Supplying soft murum at the road site, including conveying and stacking complete. KM1
6Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
7Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
8Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
9Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
10Compacting the hard murum side widths including laying in layers on each side with Power roller including artificial watering etc. complete.
11Providing and constructing 75 mm. thick ModifiedPenetraction Macadam (MPM)road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 30%crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying thebitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) KM1
12Open 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) KM1
139 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 @ 1.2kg/Sq.m,preparing existing road surface 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) KM1
14Excavation 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 as directed all sorts of soils.
15Providing and fixing information board etc complete
16Basic Test of Course Aggregate i) Water absorption,
17ii) Impact Value
18ii) Seive Analysis
19iii) Flakiness Index
20Hard Murum +Soft Murum / Soil Plastic Limit / Liquid Limit
21Bitumen i) Penetration
22ii) Ductility
23iii) Softening Point
24Extraction Test.( OGC) & Binder Content Carpet
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