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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹12.5 L (6.19%)Admitted-Finance | ₹2.2 Cr+₹12.5 L (6.19%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive (Clause 4 of IFB as per RFP) |
| Sl No | Description | Qty | Unit | M/s SUNIL KUMAR JAIN L1 | SUNIL KUMAR MADANLAL SHARMA L2 |
|---|---|---|---|---|---|
| 1.00Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503. (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/ granular surfaces treated with primer) | |||||
| 1.01 | (i) @ 0.25 kg per sqm (normal bituminous surfaces) | 61,740 | Sqm | 10 ₹6,17,400 Lowest | 11.5 ₹7,10,010 |
| 2.00Dense 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 MoRTH specification clause No. 507 complete in all respects.) (d) Using 40-60 TPH Hot mix Plant (i) for Grading I ( 40 mm nominal size ) | |||||
| 2.01 | a) Using Batch mix plant of appropriate capacity and paver finisher Hydraustatic with sencer (ii) For grading II ( 19 mm nominal size )Add 10% for pot holes repair | 1,940 | Cum | 5,800 ₹1,12,52,000 Lowest | 6,100 ₹1,18,34,000 |
| 3.00Bituminous 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 MORTH specification clause No. 509 complete in all respects) | |||||
| 3.01 | a) Using Batch mix plant of appropriate capacity and paver finisher Hydraustatic with sencer (iv) For grading II ( 30-45 mmthickness with 60/70 bitumen (VG30 ) | 1,176 | Cum | 6,900 ₹81,14,400 Lowest | 7,400 ₹87,02,400 |
| 4.00 | Construction 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.(B) Hard Shoulders (CBR value >12) | 1,260 | Cum | 180 ₹2,26,800 Lowest | 180 ₹2,26,800 Lowest |
| 5.00 | 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.) | 154 | Sqm | 400 ₹61,600 | 350 ₹53,900 Lowest |
Tender Value
₹2.2 Cr
Closing Date
2 Feb 2022, 5:30 pmClosed
Executive Engineer,PWD NH Division
Executive Engineer, PWD NH Division Indore
Strengthening work on Khalghat Khargone road NH 347C section from km 70/8 to Km 74 total length 4.200 km with Bitumen Overlay with D.B.M. and B. C. road in the state of Madhya Pradesh
2021_MoRTH_645123_2
07/SAC/Tender/IND/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Khalghat Khargone road NH 347C section
As per SBD Documents
3 documents required · 3 mandatory
₹15,000
002192- Regional Pay and Accounts Office NH Bhopal
Exempted
14 Mar 2022
13 Jan 2022
4 Feb 2022
14 Jan 2022
2 Feb 2022
14 Jan 2022
Amount
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503. (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/ granular surfaces treated with primer)
(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 MoRTH specification clause No. 507 complete in all respects.) (d) Using 40-60 TPH Hot mix Plant (i) for Grading I ( 40 mm nominal size )
a) Using Batch mix plant of appropriate capacity and paver finisher Hydraustatic with sencer (ii) For grading II ( 19 mm nominal size )Add 10% for pot holes repair
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 MORTH specification clause No. 509 complete in all respects)
a) Using Batch mix plant of appropriate capacity and paver finisher Hydraustatic with sencer (iv) For grading II ( 30-45 mmthickness with 60/70 bitumen (VG30 )
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.)
SUNIL KUMAR MADANLAL SHARMA
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