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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹4.0 L (3.80%)Admitted-Finance | ₹1.1 Cr+₹4.0 L (3.80%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | K.B.PATHRIKAR L2 | SIDDHIVINAYAK INFRASTRUCTURE L1 |
|---|---|---|---|---|---|
| 1.00 | Item No.1. :- Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR I.No. 3.36b | 4,400 | Square Meter | 290 ₹12,76,000 | 268 ₹11,79,200 Lowest |
| 2.00 | Item No. 2:- DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) ( SSR I.No. 3.44/P.No. 42)MORTH 507 | 1,127.5 | Cubic Meter | 8,050 ₹90,76,375 | 7,900 ₹89,07,250 Lowest |
| 3.00 | Item No.3;- Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) ( SSR I.No. 3.31 P.No. 31 ) MORTH 503 | 28,187.5 | Square Meter | 15 ₹4,22,812.5 | 12 ₹3,38,250 Lowest |
| 4.00 | Item No. 4:- Basic Test of Aggrgates Water Absorption,Compressive strength etc. complete | 4 | Four Test | 2,500 ₹10,000 | 121.75 ₹487 Lowest |
| 5.00 | Item No. 5:- BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC/SMA (Stone Mastic Ashphalt)( Testing of Bitumen shall be seperately Charged) | 1 | One Test | 15,000 ₹15,000 | 5,000 ₹5,000 Lowest |
| 6.00 | Item No. 6: BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity | 5 | Five Test | 3,000 ₹15,000 | 200 ₹1,000 Lowest |
| 7.00 | Item No. 7:-BITUMEN Extraction Test. (Bituminous Mix) | 10 | Ten Test | 1,500 ₹15,000 | 300 ₹3,000 Lowest |
Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
24 Aug 2020, 5:30 pmClosed
EENHDAurangabad
EENHD Aurangabad PAdampura Aurangabad
Ordinery Repairs Pot Hole Filling to Daulatabad - Garaj Shivoor Road NH 752H Tq. and Dist. Aurangabad Chainage 0000 to 4 000 and 13 645 to 44 900
2020_MoRTH_577926_1
EENHD/Aurangabad/Tender/NIT No-04/1255
Open Tender
Civil Works - Roads
Works
30 days
Aurangabad
Tender fees Rs.500 to be submitted online through the portal Bharatkosh.gov.in receipt document in support of online payment to be submitted online eporcure.gov.in and Original copy to be submission with hard copy of bid
8 documents required · 8 mandatory
₹60
Yes
EE NHD Aurangabad
₹1.0 L
28 Aug 2020
18 Aug 2020
26 Aug 2020
18 Aug 2020
24 Aug 2020
18 Aug 2020
Amount
Item No.1. :- Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100% crusher broken metal with conical crusher plant , heating and spraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) SSR I.No. 3.36b
Item No. 2:- DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) ( SSR I.No. 3.44/P.No. 42)MORTH 507
Item No.3;- Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) ( SSR I.No. 3.31 P.No. 31 ) MORTH 503
Item No. 4:- Basic Test of Aggrgates Water Absorption,Compressive strength etc. complete
Item No. 5:- BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC/SMA (Stone Mastic Ashphalt)( Testing of Bitumen shall be seperately Charged)
Item No. 6: BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity
Item No. 7:-BITUMEN Extraction Test. (Bituminous Mix)
K.B.PATHRIKAR
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