Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Eprocure
Opening Date28 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 14,37,993
Costs
EMD
₹ 14,380Document Cost
₹ 2,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_DMA_1097765_1Bid Award Id
ViewTender No
TENDER_NOTICE_CIVIL_6_4Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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
47.78
134673
2818.62
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
47.78
116788
2444.3
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
637
165046
259.1
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
31.85
244570
7678.81
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
15.93
174710
10967.37
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
19.6
13466
687.05
Supplying hard murum /kankar at road site including & stacking complete.
B & C DSR 2020-21 , P-29 , I-2.29
72.52
59303
817.75
Spreading hard murum etc.complete.
B & C DSR 2020-21 , P-29 , I-2.30
72.52
5910
81.5
Providing and Laying 450mm daimeter concrete pipes pf I.S.NP.2 class in prpoer line,level and slope including necessary collars,excavation,laying,fixing with collars in cement mortar:1 and refilling the trench complete.Spec No:BD.V.41 Page no.573 B&C DSR 2022-23,P-72,I-11.08
5
10052
2010.59
Transportation of Excavated Material including Loading& Unloading (lead-1.00 km)
191.1
35638
186.49
Royalty
207.07
44764
216.18
Laboratary Testing Charges
5
7500
1500
Evaluation Notes How It Works ?
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