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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAdmitted-Finance | ₹8.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.3 Cr+₹11.9 L (1.46%)Admitted-Finance | ₹8.3 Cr+₹11.9 L (1.46%) | L2 | Admitted-Finance |
| 3 | L3₹8.4 Cr+₹23.1 L (2.83%)Admitted-Finance | ₹8.4 Cr+₹23.1 L (2.83%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Banned |
| Sl No | Description | Qty | Unit | Ganpati Builders L3 | M/s KMP Traders L1 | GRRB ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 40 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK AND APPLYING TACK COAT ON ROAD MEKA-ROING-HUNLI. | ||||||
| 1.01 | Providing, laying and compaction of 40 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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli. | 4,163.1 | Cum | 16,000 ₹6,66,09,600 | 15,460 ₹6,43,61,526 Lowest | 16,150 ₹6,72,34,065 |
| 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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli. | 564.63 | Cum | 13,500 ₹76,22,505 | 11,950 ₹67,47,328.5 Lowest | 12,000 ₹67,75,560 |
| 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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli. | 1,15,369.92 | Cum | 20 ₹23,07,398.4 | 37.6 ₹43,37,908.99 | 17.5 ₹20,18,973.6 Lowest |
| 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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli. | 2,713 | Cum | 980 ₹26,58,740 | 673 ₹18,25,849 Lowest | 785 ₹21,29,705 |
| 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 AND APPLYING TACK COAT ON INTERNAL ROADS AND SERVICE AREA OF 752 BRTF. | ||||||
| 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 on internal roads and service area of 752 BRTF. | 236.93 | Cum | 15,750 ₹37,31,647.5 | 14,320 ₹33,92,837.6 Lowest | 16,150 ₹38,26,419.5 |
| 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 on internal roads and service area of 752 BRTF. | 42.84 | Cum | 13,500 ₹5,78,340 | 11,950 ₹5,11,938 Lowest | 12,000 ₹5,14,080 |
| 2.03 | 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 on internal roads and service area of 752 BRTF. | 8,754.38 | Sqm | 20 ₹1,75,087.6 | 37.6 ₹3,29,164.69 | 17.5 ₹1,53,201.65 Lowest |
| 2.04 | 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 on internal roads and service area of 752 BRTF. | 442 | Sqm | 980 ₹4,33,160 | 673 ₹2,97,466 Lowest | 785 ₹3,46,970 |
Tender Value
₹8.8 Cr
EMD Value
₹9.6 L
Closing Date
5 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 40 MM THICK BC, 30 MM THICK BC, BM 50 MM THICK AND APPLYING TACK COAT AS PER MORTH SPECIFICATIONS COMPLETE IN ALL RESPECT FOR RESURF WKS 2024-25 AT VARIOUS LOC OF ROAD MEKA ROING HUNLI AND INTERNAL ROADS OF 752 TF
2024_BRO_641926_1
CE (P) Udayak/27/2022-23
Open Tender
Civil Works
Works
180 days
km 2.149 to 23.00 on Meka-Roing-Hunli road
As per tender documents
5 documents required · 5 mandatory
₹0
₹9.6 L
HQ CE(P) Udayak, C/o-99 APO, PIN-931715(Doomdooma)
30 Mar 2024
12 Feb 2024
6 Mar 2024
13 Feb 2024
5 Mar 2024
21 Feb 2024
13 Feb 2024 - 20 Feb 2024
21 Feb 2024
Amount
PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 40 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK AND APPLYING TACK COAT ON ROAD MEKA-ROING-HUNLI.
Providing, laying and compaction of 40 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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli.
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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli.
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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli.
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 2.149 to km 23.00 (net length 11.571km) on road Meka-Roing-Hunli.
PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK AND APPLYING TACK COAT ON INTERNAL ROADS AND SERVICE AREA OF 752 BRTF.
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 on internal roads and service area of 752 BRTF.
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 on internal roads and service area of 752 BRTF.
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 on internal roads and service area of 752 BRTF.
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 on internal roads and service area of 752 BRTF.
GRRB ASSOCIATES
Ganpati Builders
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