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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹7.5 L+₹46,994 (6.66%)Rejected-AOC WARD NO 1 ANVI ROAD PULGAON | L2 | Rejected-AOC NOT THE LOWEST BIDDER | |
| 3 | L3₹8.5 L+₹1.4 L (20.3%)Rejected-AOC HINDUSTAN COLONY WARDHA ROAD PULGAON 442 302 | PULGAON | WARDHA | MAHARASHTRA | 442302 | L3 | Rejected-AOC NOT THE LOWEST BIDDER |
Tender Value
Refer Docs
EMD Value
₹18,000
Closing Date
25 Mar 2021, 12:00 pmClosed
CWE NAGPUR
Commander Works Engineers Bldg No. P-9, Sitabuldi Fort, Nagpur-440 001 Pin-900419, C/o 56 APO
SPECIAL REPAIRS TO ROAD FROM MARSHALING YARD TO MAIN ROAD OF TRAFFIC BRANCH CAD PULGAON.
2021_MES_425615_1
86434/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
PULGAON
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE PULGAON
₹18,000
Yes
13 Apr 2021
25 Feb 2021
26 Mar 2021
25 Feb 2021
25 Mar 2021
11 Mar 2021
25 Feb 2021 - 4 Mar 2021
Amount
Preparing existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose dirt etc, complete all as specified and directed.
Material and labour for 15 cm thick (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40 mm size 7.50 cm thick) and second layer of grading 3 (50 mm to 20 mm size 7.5 cm thick) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates, complete all as specified and directed.
Material & Labour for applying evenly a tack coat with bituminous primer using paving bitumen @ 10 kg per 10 Sqm with bitumen grade VG-30, complete all as specified and as directed
Material & Labour for applying evenly a tack coat with bituminous primer using paving bitumen @ 5 kg per 10 Sqm with bitumen grade VG-30, complete all as specified and as directed
M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), binder content (paving bitumen) of 4% by weight of total mix complete all as specified and as directed.
Material & Labour for applying evenly a tack coat with bituminous primer using paving bitumen at 5 kg per 10 Sqm and premixed asphaltic semi-dense concrete 30 mm consolidated thickness with 5.5% binder content (paving bitumen) by weight of total mix, Spread & levelled using mechanical paver, rolled and compacted to required camber and gradient using 8 to 10 tonne power roller complete all as specified and as directed Note: - (a) The work shall be executed by using hot mix plant and mechanical paver.
Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete all as specified and as directed.
Material & Labour for preparation of road surface and applying thermoplastic reflective paint in marking of minimum 2.5 mm thick single coat as in center line and edge line road marking of 150/100 mm width using 'HOT MARK' thermolastic modern propelled road marking machine as directed including all ingredients such as binder, glass beads Titanium dioxide calcium carbonate inter fillers thermoplastic requirement for glass beads shall be the table No. 800.4 of MOST specification including spraying of glass beads etc., all as per manufacture instructions and as directed by Engineer-in-Charge.
Material & Labour for surface dressing n exc 15 cm deep and getting out in any type of soil for road side berms to required gradient, complete all as specified and as directed.
Material & Labour for approved moorum/red bajari, in road berms, spread thickness 100 mm, rolled and consolidated to gradient and camber required with light roller of capacity not less than 0.50 tonne complete all as specified and as directed.
Removing excavated material/soil to a distance not exceeding 50m depositing where directed at a level not exceeding 1.50m above the starting point complete all as specified and directed by Engineer-in-Charge.
Chintamani Constructions
M/S.Chourasia Construction Company
Bidder Name
M/S.Chourasia Construction Company
Chintamani Constructions
shree balaji construction
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