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Strengthening And Black Topping Of Kiran Kudale House To Rajendra Chandrabhan More House Road ( Odr 212 ) Km 5 / 000 To 6 / 00 Nategaon Tal.Kopergaon Dist.Ahmednagar, AHMEDNAGAR-Maharashtra

Rural Development Department has published Strengthening And Black Topping Of Kiran Kudale House To Rajendra Chandrabhan More House Road ( Odr 212 ) Km 5 / 000 To 6 / 00 Nategaon Tal.Kopergaon Dist.Ahmednagar. Submission Date for this Tender is 28-09-2021. Building Work Tenders in AHMEDNAGAR Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

29302818
Strengthening And Black Topping Of Kiran Kudale House To Rajendra Chandrabhan More House Road ( Odr 212 ) Km 5 / 000 To 6 / 00 Nategaon Tal.Kopergaon Dist.Ahmednagar
Open Tender
Indian
Maharashtra
AHMEDNAGAR
28-09-2021

Tender Details

Strengthening And Black Topping Of Kiran Kudale House To Rajendra Chandrabhan More House Road ( Odr 212 ) Km 5 / 000 To 6 / 00 Nategaon Tal.Kopergaon Dist.Ahmednagar

Key Value

Document Fees
INR 560 /-
EMD
INR 14170.0 /-
Tender Value
INR 14.17 Lakhs /-

BOQ Items

Name of Work:Strengthening and Black Topping of kiran kudalehouse to Rajendra chandrabhan morehouse road (ODR 212) km 5/000 to 6/00 @ NATEGAON, Taluka kopergaon,Dist - Ahmednagar
Sl. No. Item Description
1Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
2Excavation 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.
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)80 mm Metal, By breaking Boulders (Hand broken).
4Supplying 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).
5Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
6Supplying soft murum at the road site, including conveying and stacking complete.
7Spreading80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
8Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
9Compacting 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.
10Compacting 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.
11Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
12Providing 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 specified 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.(VG-30 bulk bitumen rates are considered to arrive at rates)
13Open 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)
14Providing 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 rates are considered to arrive at rates)
15Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. 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)
16Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
17Providing 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
18Testing charges of Metal 60mm/40mm-Water Absorption, Specific Gravity,Impact Value /Crushing Value.
19Testing charges of Metal 60mm/40mm- Sieve Analysis
20Testing charges of Hard Murum - Liquid limit & plastic Limit.
21Testing charges of BITUMEN - Penetration, Softening Point, Flash & Fire Point, Specific Gravity
22Testing charges of BITUMEN -Extraction Test.( OGC)
23A)-Royalty Charges of Material
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