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Tender For Shirapur Kapse Ghar To Bhagwan Khedekar Vasti Road Tal Daund, pune-Maharashtra

Rural Development Department has published Tender For Shirapur Kapse Ghar To Bhagwan Khedekar Vasti Road Tal Daund. Submission Date for this Tender is 13-06-2025. Road Work Tenders in pune Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

49557298
Tender For Shirapur Kapse Ghar To Bhagwan Khedekar Vasti Road Tal Daund
Tender
Indian
Maharashtra
Pune
13-06-2025

Tender Details

Tender For Shirapur Kapse Ghar To Bhagwan Khedekar Vasti Road Tal Daund- 1 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 3 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 4 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) 7 Providing and constructing 50 mm. thick Modified Penetration 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 rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) 8 Providing 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) 9 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)(Non SCADA item) 10 Providing 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 @ 0.98 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) 11 Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m.prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm includingpainting with one coat of zinc cromate stoving primer and two coats each of green/ whiteback ground and back side gray stove enamelled, bonded with red retro reflective sheetEngineering grade, border / letters / numeral / arrows, coated with non pealable crystalclear protective coat retaining 100% reflection including two angle iron post of size50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white andblack bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and20 mm long sheet and angle iron post in one piece without joints including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cmsize as directed by Engineer-in-charge etc. complete. Mild Steel Board with EngineeringGrade. 12 BASIC TEST OF AGGREGATE. 2)Sieve Analysis. 13 SOIL / MURUM. 2)Liquid limit & plastic Limit. 14 BITUMEN.1)Penetration, Softening Point, Flash & Fire Point, Specific Gravity 15 BITUMEN.5)Extraction &Sieve Analysis of Bituminous mix ( for BM/DBM/AC)(2 samples of extraction for one sieve analysis including extraction) 16 Royalty For Aggregate 40 mm (Hand Broken) Blasted excluding royalty 17 Royalty For Hard Murum 18 Royalty For Murum at Site

Key Value

Document Fees
INR 590 /-
EMD
INR 8975.0 /-
Tender Value
INR 8.97 Lakhs /-
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