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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹28.2 L (23.0%)Admitted-Finance 7 A PUNJABI BAGH RAISEN ROAD GOVINDPURA BHOPAL M P | RAISEN | MADHYA PRADESH | 462046 | ₹1.5 Cr+₹28.2 L (23.0%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Shapers Constructions Limited L2 | M/s Rajendra Singh Kiledar Constructions Pvt.Ltd. betul (M.P.) L1 |
|---|---|---|---|---|---|
| 1.00Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres | |||||
| 1.01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres | 2,200 | Sqm | 4 ₹8,800 Lowest | 5 ₹11,000 |
| 2.00Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. | |||||
| 2.01 | (i) @ 0.25 kg per sqm (normal bituminous surfaces) | 46,200 | Sqm | 10 ₹4,62,000 | 7 ₹3,23,400 Lowest |
| 3.00Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. | |||||
| 3.01 | (ii) for GradingII(19 mm nominal size) | 1,452 | Cum | 5,500 ₹79,86,000 | 4,500 ₹65,34,000 Lowest |
| 4.00Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. | |||||
| 4.01 | (iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) | 968 | Cum | 6,300 ₹60,98,400 | 5,300 ₹51,30,400 Lowest |
| 5.00Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. | |||||
| 5.01 | B Hard Shoulders (CBR value >12) | 3,000 | Cum | 150 ₹4,50,000 | 84 ₹2,52,000 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
12 Oct 2021, 5:30 pmClosed
Executive Engineer,PWD NH Division
Executive Engineer,PWD NH Division Indore
Strengthening work on Betul (Khedi) to Ashapur Road in Km 96 to 99, total length 4 km on NH-347B in the state of Madhya Pradesh
2021_MoRTH_645119_1
06/SAC/Tender/IND/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Betul (Khedi) to Ashapur Road
As per SBD Part 01 and 02
3 documents required · 3 mandatory
₹12,500
Yes
002192- Regional Pay and Accounts Office NH Bhopal
₹3.5 L
Yes
2 Dec 2021
26 Aug 2021
14 Oct 2021
26 Aug 2021
12 Oct 2021
26 Aug 2021
Amount
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
(ii) for GradingII(19 mm nominal size)
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
(iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30)
B Hard Shoulders (CBR value >12)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.
Shapers Constructions Limited
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