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.
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 |
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 | 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)80 mm Metal, By breaking Boulders (Hand broken). KM1 |
3 | 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 rubble obtained by blasting.(Hand broken). with prior approval of concerned Superitending Engineer. KM1 |
4 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. KM1 |
5 | Supplying soft murum at the road site, including conveying and stacking complete. KM1 |
6 | Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . |
7 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
8 | Compacting 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. |
9 | Compacting 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. |
10 | Compacting the hard murum side widths including laying in layers on each side with Power roller including artificial watering etc. complete. |
11 | Providing 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 |
12 | 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) KM1 |
13 | 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 @ 1.2kg/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 |
14 | 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 as directed all sorts of soils. |
15 | Providing and fixing information board etc complete |
16 | Basic Test of Course Aggregate i) Water absorption, |
17 | ii) Impact Value |
18 | ii) Seive Analysis |
19 | iii) Flakiness Index |
20 | Hard Murum +Soft Murum / Soil Plastic Limit / Liquid Limit |
21 | Bitumen i) Penetration |
22 | ii) Ductility |
23 | iii) Softening Point |
24 | Extraction Test.( OGC) & Binder Content Carpet |
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