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Strengthening And Black Topping To M.S.H. 8 To Kadaskar Wasti Tal - Rahata Km 0 / 000 To 1 / 500 ( V.R. 22 ) Dist - Ahmednagar, AHMEDNAGAR-Maharashtra

Rural Development Department has published Strengthening And Black Topping To M.S.H. 8 To Kadaskar Wasti Tal - Rahata Km 0 / 000 To 1 / 500 ( V.R. 22 ) Dist - Ahmednagar. Submission Date for this Tender is 01-10-2021. Road Work Tenders in AHMEDNAGAR Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

29320686
Corrigendum : Strengthening And Black Topping To M.S.H. 8 To Kadaskar Wasti Tal - Rahata Km 0 / 000 To 1 / 500 ( V.R. 22 ) Dist - Ahmednagar
Open Tender
Indian
Maharashtra
AHMEDNAGAR
01-10-2021

Tender Details

Strengthening And Black Topping To M.S.H. 8 To Kadaskar Wasti Tal - Rahata Km 0 / 000 To 1 / 500 ( V.R. 22 ) Dist - Ahmednagar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Sep-2021 DATE 03 Date 01-10-2021

Key Value

Document Fees
INR 1120 /-
EMD
INR 17538.0 /-
Tender Value
INR 17.53 Lakhs /-

BOQ Items

Name of Work:S.T.BT. to M.S.H. 8 to Kadaskar wastiTal - RahataKm 0/000 to 1/500 ( V.R. 22 )Dist - Ahmednagar
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).
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 Boulders (Hand broken).
4Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
5Supplying soft murum at the road site, including conveying and stacking complete.
6Spreading 80/40 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.
10Providing and constructing 50 mm. thick ModifiedPenetration Macadam (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) heating and spraying thebitumen of VG-30 grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete.Including picking of existing WBM surface.
11Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen
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)
13Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98KgSqm. 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)
14Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
15Providing and fixing board displaying information, such as "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 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 x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
16Quality control Testing charges a)40/60 mm Metal, Water Absorption, Specific Gravity,Impact Value /Crushing Value.
17B) Hard murum/soft murum -liquied limit and plastic limit Content prior to compaction
18D) Bitumen- viscosity
19E) Open Graaded carpet - Extraction Test
20Royalty charges for usedmaterial.
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