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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹51.4 L (17.9%)Admitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | ₹3.4 Cr+₹51.4 L (17.9%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GRRB ASSOCIATES L1 | BHARTIA INFRA PROJECTS LTD L2 |
|---|---|---|---|---|---|
| 1.00PROVIDING, 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 AS PER CLAUSE-503 CONFIRMING MORT&H SPECIFICATIONS (FIFTH REVISION) | |||||
| 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 and 2% filler by weight of mix complete in all respect and all as specified ( Net Length 9.30 KM) on H-M-C road and directed by Engineer-in-Charge. | 1,150.88 | Cum | 19,995 ₹2,30,11,845.6 Lowest | 23,000 ₹2,64,70,240 |
| 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 ( Net Length 9.30 KM) on H-M-C road all as specified by Engineer-In-Charge/OC Contract | 186.75 | Cum | 15,300 ₹28,57,275 Lowest | 19,500 ₹36,41,625 |
| 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( Net Length 9.30 KM) on H-M-C road and directed by Engineer-In-Charge. | 38,362.5 | Sqm | 22 ₹8,43,975 Lowest | 40 ₹15,34,500 |
| 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 | 1,860 | Sqm | 1,040 ₹19,34,400 Lowest | 1,150 ₹21,39,000 |
| 1.05 | Earthwork in embankment by filling with earth free from roots etc spreadingin layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil for both side berm of width 0.90 mtr. | 502.2 | Cum | 160 ₹80,352 Lowest | 160 ₹80,352 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹2.9 L
Closing Date
20 Mar 2023, 12:00 pmClosed
The Chief Engineer, Project Udayak
HQ CE (P) Udayak, C/O 99 APO, PIN 931715
P, L AND C OF 30 MM THICK BC AND CORRECTION WORK WITH BM 50MM THICK AND APPLYING TACK COAT AS PER CLAUSE-503 CONFIRMING MORTH SPCN FOR RESURF WKS 23-24 ON ROAD HMC UNDER 116 RCC/48 BRTF/PROJECT UDAYAK IN AR. PRADESH STATE
2023_BRO_583512_1
CE (P) Udayak/24/2022-23
Open Tender
Civil Works
Works
180 days
Bet Km 47.70 to Km 57.00 on rd HMC
As per Tender Documents
4 documents required · 4 mandatory
₹0
₹2.9 L
HQ CE (P) Udayak, C/O 99 APO, PIN 931715
24 Mar 2023
1 Mar 2023
21 Mar 2023
1 Mar 2023
20 Mar 2023
10 Mar 2023
1 Mar 2023 - 9 Mar 2023
10 Mar 2023
Amount
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 AS PER CLAUSE-503 CONFIRMING MORT&H SPECIFICATIONS (FIFTH REVISION)
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 and 2% filler by weight of mix complete in all respect and all as specified ( Net Length 9.30 KM) on H-M-C road and directed by Engineer-in-Charge.
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 ( Net Length 9.30 KM) on H-M-C road all as specified by Engineer-In-Charge/OC Contract
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( Net Length 9.30 KM) on H-M-C road 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
Earthwork in embankment by filling with earth free from roots etc spreadingin layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil for both side berm of width 0.90 mtr.
BHARTIA INFRA PROJECTS LTD
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