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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC R K PATH ITACHALI HOUSE NO 22 CITY TOWN NAGAON P O NAGAON P S SADAR DISTRICT NAGAON PIN 782003 | NAGAON | ASSAM | 782003 | ₹9.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹9.9 Cr+₹24.4 L (2.53%)Rejected-AOC HAIBARGAON NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹9.9 Cr+₹24.4 L (2.53%) | L2 | Rejected-AOC L2 bidder |
Tender Value
₹9.7 Cr
EMD Value
₹19.4 L
Closing Date
15 Mar 2019, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of road shoulder by providing ICBP Hard Shoulder on Nagaon Dimau Road from ADP RCC Bridge approach to Khutikatia of Nagaon Town under City Infra Development Fund (CIDF) for the year 2018-19 (from Ch. 420.00 M to Ch. 2900.00 M)
2019_PWD_12418_1
Nagaon Dimau Road
Open Tender
Civil Works – Roads
Item Rate
180 days
Nagaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB
₹19.4 L
Yes
20 Jun 2020
4 Mar 2019
15 Mar 2019
4 Mar 2019
15 Mar 2019
4 Mar 2019
4 Mar 2019 - 15 Mar 2019
Amount
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Construction of Subgrade and Earthen shoulders with approved materials obtained from borrowpits, with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 (including land compensation of earth) as per drawing and Technical Specifications Clause 305.
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) Excavation in Soil for Paver Block
Granular Sub Base with Coarse Graded Material (Table 400-2) ( Construction of granular sub base by providing coarse raded material, spreading in uniform layer with motorgrader on prepared surface, mixing by mix in place method with rotovator at OMC and co,acting with vibratory roller to achieve the desired density, complete as per cl. 401(with an initital lead of 5 km) (ii) for geading II Material
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( inclusive of all lead and lift to site )
Providing and laying shaded interlocking concrete block pavement having thickness 80mm as per IS 15658 2006(Compressive strength 47.2N/mm sq. Note:- : i) Carriage of interlocking block is payable seperately as per septer of carriage materials from manufacturing site to site of works. (As per Annexure-2)
M/s Sanwarmal Khetawat
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