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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance PLOT NO 7 PIONEER SOCIETY SWAVALAMBI NAGAR NAGPUR 440022 | NAGPUR | MAHARASHTRA | 440022 | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹16.0 L (6.82%)Admitted-Finance 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹2.5 Cr+₹16.0 L (6.82%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 Cr+₹52.5 L (22.4%)Admitted-Finance | ₹2.9 Cr+₹52.5 L (22.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS YASH CONSTRUCTION COMPANY L2 | M/s Shree Sai Construction Company L1 | R V UMBARKAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of existing B.T.Surface (flexible Pavement)to a depth of 50mm. Manually including loading of dismantled material to transport vehicle at site excluding lead charges | 340.68 | Sqm | 22.05 ₹7,511.88 Lowest | 450 ₹1,53,303.75 | 178.76 ₹60,899.06 |
| 2.00 | Excavation for roadway in earth,soil of all sorts,sand,gravel or soft murum including dressing section to the required grade,camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | 8,668.35 | Cum | 69.96 ₹6,06,437.77 Lowest | 120 ₹10,40,202 | 70 ₹6,06,784.5 |
| 3.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | 2,311.56 | Cum | 2,811.47 ₹64,98,881.59 | 2,300 ₹53,16,588 | 2,000 ₹46,23,120 Lowest |
| 4.00 | DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at 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 with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates) | 408.81 | Cum | 8,605.65 ₹35,18,075.78 Lowest | 9,000 ₹36,79,290 | 11,400 ₹46,60,434 |
| 5.00 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 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 compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- 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) | 272.54 | Cum | 9,482.11 ₹25,84,254.26 Lowest | 10,500 ₹28,61,670 | 12,000 ₹32,70,480 |
| 6.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking, Spreading in uniform layer, Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | 4,967.58 | Cum | 813.37 ₹40,40,480.54 | 650 ₹32,28,927 Lowest | 1,000 ₹49,67,580 |
| 7.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | 681.35 | Cum | 2,976.77 ₹20,28,222.24 | 2,300 ₹15,67,105 Lowest | 4,000 ₹27,25,400 |
| 8.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 1,022.02 | Cum | 3,144.5 ₹32,13,757.61 | 2,500 ₹25,55,062.5 Lowest | 4,500 ₹45,99,112.5 |
| 9.00 | Providing, laying and compacting of built-up-spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of VG-30 Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete. | 6,813.5 | Sqm | 377.45 ₹25,71,755.58 Lowest | 450 ₹30,66,075 | 470 ₹32,02,345 |
Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
19 Oct 2020, 5:30 pmClosed
EE NHD GADCHIROLI
PWD CAMPUS POTEGAON ROAD GADCHIROLI
Repairs and Maintainance to Sunken Stretches of NH353B in Km 32..500 to 39.500 43.00 to 49.600 54.500 to 65.800 in the State of Maharashtra.
2020_MoRTH_587170_1
03/EENH/GAD/2020-21/2242
Open Tender
Civil Works - Highways
Item Rate
180 days
Rajura
AS per NIT
3 documents required · 3 mandatory
₹2,360
GM MoRTH
₹5.9 L
29 Oct 2020
29 Sept 2020
21 Oct 2020
29 Sept 2020
19 Oct 2020
29 Sept 2020
29 Sept 2020 - 19 Oct 2020
Amount
Dismantling of existing B.T.Surface (flexible Pavement)to a depth of 50mm. Manually including loading of dismantled material to transport vehicle at site excluding lead charges
Excavation for roadway in earth,soil of all sorts,sand,gravel or soft murum including dressing section to the required grade,camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material
DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at 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 with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 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 compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- 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)
Supplying hard murum/ kankar at the road site, including conveying and stacking, Spreading in uniform layer, Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)
Providing, laying and compacting of built-up-spray grout layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of VG-30 Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.
MS YASH CONSTRUCTION COMPANY
R V UMBARKAR
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