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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 Cr+₹15.9 L (3.40%)Admitted-Finance | ₹4.8 Cr+₹15.9 L (3.40%) | L2 | Admitted-Finance |
| 3 | L3₹5.0 Cr+₹34.9 L (7.45%)Admitted-Finance | ₹5.0 Cr+₹34.9 L (7.45%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling Technical Criteria |
| Sl No | Description | Qty | Unit | M/S D & L ENTERPRISES L1 | Ganpati Builders L2 | M/s AGAM CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION FOR WBM 75 MM (CORRECTION WORK) ,DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX), APPLYING PRIME COAT, TACK COAT AND ROAD MARKING WITH THERMOPLASTIC PAINT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 2.00 TO KM 21.024 FOR SURFACING WORKS FOR IMPROVEMENT OF RIDING QUALITY ON ROAD ANINI-MIPI OF 62 RCC UNDER 752 BRTF | ||||||
| 1.01 | Providing, laying and compaction of WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No.1, as Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MoRT&H specifications, spraed, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified. | 2,041.22 | Cum | 3,100 ₹63,27,782 Lowest | 3,800 ₹77,56,636 | 3,817 ₹77,91,336.74 |
| 1.02 | Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WBM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 1,360.82 | Cum | 15,500 ₹2,10,92,710 Lowest | 16,250 ₹2,21,13,325 | 16,100 ₹2,19,09,202 |
| 1.03 | 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-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 816.49 | Cum | 18,000 ₹1,46,96,820 | 17,400 ₹1,42,06,926 | 17,000 ₹1,38,80,330 Lowest |
| 1.04 | Providing and applying Prime Coat over WBM surface by mechanical mean confirming to clause 502 of MORT&H specification with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer @ of 7.5 kg/10 sqm (RS-1 grade) using emulsion pressure distributer, all complete as per clause 502 of MoRT&H Specification of Road & Bridge (5th Revision) complete in all respect all as specifed and directed by Engineer-In-Charge. | 27,216.33 | Sqm | 30 ₹8,16,489.9 Lowest | 50 ₹13,60,816.5 | 70 ₹19,05,143.1 |
| 1.05 | 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. | 54,432.66 | Sqm | 33 ₹17,96,277.78 | 30 ₹16,32,979.8 Lowest | 60 ₹32,65,959.6 |
| 1.06 | 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. | 1,451.54 | Sqm | 1,417 ₹20,56,832.18 | 900 ₹13,06,386 Lowest | 1,049 ₹15,22,665.46 |
Tender Value
₹4.7 Cr
EMD Value
₹5.4 L
Closing Date
26 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 FOR WBM 75 MM, DBM 50 MM THICK BC 30 MM THICK AND APPLYING PRIME COAT, TACK COAT, ROAD MARKING WITH THERMOPLASTIC PAINT ALL AS PER MORTH SPECN KM 2 TO 14, 16.38 TO 16.653 AND 19.917 TO KM 21.024 FOR SURFACING WORKS
2023_BRO_635108_2
CE (P) Udayak/22/2023-24
Open Tender
Civil Works
Works
180 days
Between Km 2.000 to 21.024 on Anini Mipi road
As per Tender Documents
4 documents required · 4 mandatory
₹0
₹5.4 L
Yes
HQ CE(P) Udayak, C/o-99 APO, PIN-931715(Doomdooma)
11 May 2024
5 Mar 2024
27 Mar 2024
6 Mar 2024
26 Mar 2024
11 Mar 2024
6 Mar 2024 - 9 Mar 2024
11 Mar 2024
Amount
PROVIDING, LAYING AND COMPACTION FOR WBM 75 MM (CORRECTION WORK) ,DBM 50 MM THICK (HMP MIX), BC 30 MM THICK COMPACTED (HMP MIX), APPLYING PRIME COAT, TACK COAT AND ROAD MARKING WITH THERMOPLASTIC PAINT ALL AS PER MORT&H SPECIFICATION (5th REVISION) COMPLETE IN ALL RESPECT AS SPECIFIED AND DIRECTED BY ENGINEER IN CHARGE/OC CONTRACT FROM KM 2.00 TO KM 21.024 FOR SURFACING WORKS FOR IMPROVEMENT OF RIDING QUALITY ON ROAD ANINI-MIPI OF 62 RCC UNDER 752 BRTF
Providing, laying and compaction of WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No.1, as Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MoRT&H specifications, spraed, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified.
Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WBM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.
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-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.
Providing and applying Prime Coat over WBM surface by mechanical mean confirming to clause 502 of MORT&H specification with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer @ of 7.5 kg/10 sqm (RS-1 grade) using emulsion pressure distributer, all complete as per clause 502 of MoRT&H Specification of Road & Bridge (5th Revision) complete in all respect all as specifed and directed by Engineer-In-Charge.
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.
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.
Ganpati Builders
M/s AGAM CONSTRUCTION
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