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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹14.3 L (6.19%)Admitted-Finance | ₹2.5 Cr+₹14.3 L (6.19%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Debarred |
| Sl No | Description | Qty | Unit | GRRB ASSOCIATES L1 | M/S D & L ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD LOHITPUR SHIVAJINAGAR | |||||
| 1.01 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 1,054.6 | Cum | 15,500 ₹1,63,46,300 | 14,000 ₹1,47,64,400 Lowest |
| 1.02 | Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 3.52 | Cum | 12,000 ₹42,240 | 10,000 ₹35,200 Lowest |
| 1.03 | Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 35,223.56 | Sqm | 18 ₹6,34,024.08 Lowest | 25 ₹8,80,589 |
| 1.04 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 1,704.4 | Sqm | 700 ₹11,93,080 Lowest | 1,050 ₹17,89,620 |
| 1.05 | Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 5,683 | Nos | 400 ₹22,73,200 Lowest | 700 ₹39,78,100 |
| 1.06 | Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar. | 460.19 | Cum | 200 ₹92,038 Lowest | 950 ₹4,37,180.5 |
| 2.00PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD TOHANGAM-HAYULIANG. | |||||
| 2.01 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang. | 115.76 | Cum | 15,500 ₹17,94,280 | 14,000 ₹16,20,640 Lowest |
| 2.02 | Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang. | 18.38 | Cum | 12,000 ₹2,20,560 | 10,000 ₹1,83,800 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹3.1 L
Closing Date
12 Mar 2024, 12:00 pmClosed
The Chief Engineer (P) Udayak
HQ CE(P) Udayak, C/o-99 APO, PIN-931715(Doomdooma)
PROVIDING, LAYING AND COMPACTION OF 30 MM THICK BC, BM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING AS PER MORTH SPECIFICATIONS COMPLETE IN ALL RESPECT FOR RESURF WKS 2024-25 ON ROAD LOHITPUR-SHIVAJINAGAR AND TOHANGAM-HAYULIANG
2024_BRO_643539_1
CE (P) Udayak/29/2023-24
Open Tender
Civil Works
Works
180 days
Km 15.440 to 23.962 on rd lohitpur-shivajinagar
As per tender docs
4 documents required · 4 mandatory
₹0
₹3.1 L
Yes
HQ CE(P) Udayak, C/o-99 APO, PIN-931715(Doomdooma)
30 Mar 2024
22 Feb 2024
13 Mar 2024
22 Feb 2024
12 Mar 2024
28 Feb 2024
22 Feb 2024 - 27 Feb 2024
28 Feb 2024
Amount
PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD LOHITPUR SHIVAJINAGAR
Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 15.440 to km 23.962 (net length 8.522 km) on road Lohitpur Shivajinagar.
PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD TOHANGAM-HAYULIANG.
Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 46.025 to km 47.005 (net length 0.980 km) on road Tohangam-Hayuliang.
M/S D & L ENTERPRISES
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