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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.4 LAccepted-AOC 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹39.7 L+₹34,750 (0.88%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹45.5 L+₹6.2 L (15.7%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | Rejected-Technical 2284 30 BAJRANG NAGAR VFJ ESTATE JABALPUR 482009 | JABALPUR | MADHYA PRADESH | 482009 | - | Rejected-Technical BEING ENLISTED TWO CLASS BELOW THE ELIGIBLE CLASS |
Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
19 Feb 2024, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPECIAL REPAIR TO PERIMETER ROAD FROM P-288(OHT) TO GUARD POST NO 10 AT COD JABALPUR UNDER GE (EAST) JABALPUR
2024_MES_637852_1
82660/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE EAST JABALPUR
₹1.1 L
Yes
14 Mar 2024
17 Jan 2024
21 Feb 2024
17 Jan 2024
19 Feb 2024
7 Feb 2024
17 Jan 2024 - 6 Feb 2024
Amount
M&L for applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm by using mechanical sprayer on black top surface of road complete all as specified and directed.
Preparing existing black top surfaces 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 loose dirt etc. complete all as specified and directed.
M&L for bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.5% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only. (ii) Premixed bituminous macadam shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.
M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.
Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed
Removing spoil exc 50 metre but n. exc 100 metre and depositing at a level n. exc 1.5 metre above the starting point complete all as specified and as directed
M&L for moorum/ red bajri, spread in layers n exc 15cm thick, rolled and consolidated to gradient and camber as required complete all specified and directed. Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/ compaction shall be done by vibromax roller only.
Mahaveer Engineering Co.
KISHOR KALAMKAR
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