Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jan 2025
Closing Date9 Jan 2025
Tender Amount₹ 18,73,976
Costs
EMD
₹ 18,740Document Cost
₹ 2,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_DMA_1132851_1Bid Award Id
ViewTender No
CONST ASPHALT ROAD IN WARD NO 6 AT PUNDLIK PATIL TO DATTU THAKUR RESTender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction Of Granular Sub Base by Providing close graded material, mIxing in mechanical plant at OMC, carriage of mixed material to work side spreading in uniform layer with motor grader/paver on prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 401- Plant mix method and grading -II Material
61.13
2818
172302.24
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Providing crushed stone aggregates depositing on a prepared surface by hauling vehicles , spreading and mixing with motor grader,watering and compacting with vibratory roller to clause 410 to form a layer of sub-base , by mix in place for 45 mm maximum size.
B & C DSR 2020-21 , P-28 , I-3.25
61.13
2444
149420.06
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Providing and constructing 50 mm thick modified Penetration Macadam [ MPM] road surface including all materials,preparing road surface , spreading 40 mm stone metal layers 30 % crusher broken metal and 70% hand broken [ by breaking rubble obtained bby blasting ] heating and spraying bitumen of VG 30 grade at 1.75 kg/sq.m. spreading 12 mm size chips,compacting with static roller having weight 8 to 10 M.T. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete picking existing W.B.M. surface.
B & C DSR 2020-21 , P-34 , I-3.37
815
259
211166.5
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Providing and laying bitumenous concrete using crushed aggregates of grading 1 ,premixed with bitumenous binder @ 5.4 % by weight of total mixand filler ,transported at site with VTS ,laidd over previously prepared surface ,finished to the required grade ,level,allignment and rolling to achive the desired density for 50 mm compacted thickness with Drum Mix Plant with SCADA ,Sensor Paver and Vibratory Roller , excluding tack coat etc. complete.[ with Bitumen VG 30 grade with stone dust filler.
B & C DSR 2020-21, P-36,I-3.50
40.75
7678
312911.51
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Providing & laying bitumenous macadam using crushed aggregates of grading 1 ,premixed with bitumenous binder ,transported to site with VTS ,laid over a previously prepared surface , finished to the required grade , level,allignment and rolling to achive the desired density for50/75 mm compacted thickness ,with using drum mix type hot mix plant with SCADA having complying esseential features of hot mix plant as per IRC -27-2009 specified conditions and attachments such as electronic load sensor based belt conveyor ,automatic synchronization of bitumen and aggregates feeder ,built in dust controller system and PLC for Drum Mix Plant,Sensor paver and Vibratory Roller excluding prime tack coat etc. complee[ Bitumen V.G. 30 grade 3.3 %]
B & C DSR 2020-21 , P-35 , I-3.42
20.38
10967
223515
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Road Marking with Hot Applied Thermo Plastic Compound with Reflectorising Glass Beads on Bitumenous Surface -Providing and Laying of Hot Applied Thermoplastic Compound 2.50 mm. Thick with reflectorisig glass beads @ 250 gms/sq.m. ,thickness of 2.50 mm is exclusive of surfaceappliedglass beads as per IRC 35. finished surface to be level ,uniform and free from streaks and holes etc. complete.
B & C DSR 2018-19, P60,I-6.12
32.6
687
22397.83
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Supplying hard murum /kankar at road site including & stacking complete.
B & C DSR 2020-21 , P-29 , I-2.29
96.17
817
78643.02
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Spreading hard murum etc.complete.
B & C DSR 2020-21 , P-29 , I-2.30
96.17
81
7837.86
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Transportation of Excavated Material including Loading& Unloading (lead-1.00 km)
244.5
186
45596.81
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Providing and laying 450mm diameter concrete pipes of i.s.NP.2class in proper line level and slope including necessary collars excavation laying fixing with collars in cement mortar 1:1 and rifilling the trench complete. Spes No Bd V 41 page No 573 B&c DSR 2022-23 P-72 I-11.08
5
2010
10052.95
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Royalty
266.05
216
57514.69
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Laboratary Testing Charges
5
1500
7500
Evaluation Notes How It Works ?
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