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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC NO 403 BENGALI COLONY RANJHI JABALPUR MP 482001 | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST BIDDER | |
| 2 | L2₹35.1 L+₹3.3 L (10.4%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹35.6 L+₹3.8 L (12.0%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹37.5 L+₹5.7 L (18.1%)Rejected-Finance DIWANBADA MANEGAON POST OFFICE KHAMARIA JABALPUR 482005 M P | JABALPUR | MADHYA PRADESH | 482005 | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹39 L
EMD Value
₹78,000
Closing Date
27 Jul 2020, 6:00 pmClosed
CWE Jabalpur
HQ Commander Works Engineer, Supply Marg, P B No. 54, Jabalpur
Special repairs to balance road in MT Trg Area (Loop) approx 2.30 Km of JAK RRC under GE (W) Jabalpur
2020_MES_314510_3
81896/E8
Open Tender
Civil Works - Roads
Item Rate
90 days
GE (West) Jabalpur
As per NIT
7 documents required · 7 mandatory
₹500
GE (West) Jabalpur
₹78,000
Yes
12 Oct 2020
29 Jun 2020
1 Aug 2020
29 Jun 2020
27 Jul 2020
13 Jul 2020
29 Jun 2020 - 12 Jul 2020
Amount
Basic Rate : Refer Schedule'A' Notes
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400Sqm and depth exc 50mm but not exc 100mm by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber or removing to a distance not exc 50M from the starting point and stacking complete all as directed.
M&L for WBM 75mm thick (compacted thickness) with coarse aggregates (granite/ basalt/ trap) of grading-2 (63mm to 40mm size) or grading-3 (50mm to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller complete all as specified and directed.
M&L for WBM 75mm thick (compacted thickness) with coarse aggregates, spread, rolled and consolidated to required gradient and camber with 8 to 10 tonne tandem vibratory roller but except materials (aggregates) complete all as specified and directed. Note:- Old coarse aggregates as obtained from "scarifying or picking gravelled from macadam or bituminous macadam surfaces" here-in-before shall be used after mixing in required grading and quoted rate shall be deemed to be inclusive of these provisions also.
Preparing unsurfaced WBM 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 and applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 10 Kg/ 10Sqm by using mechanical sprayer on WBM or other than black top surface of road complete all as specified.
Preparing existing black to 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 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.
M&L for bituminous premixed asphaltic semi dense concrete for 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.
Parasram Mulchandani
KESHAV ENTERPRISES
C L BHATIA
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