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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹3.8 L (0.83%)Admitted-Finance BISWANATH CHARALI TOWN BORGOLA COMPLEX PO BISWANATH CHARALI WARD NO 12 DIST SONITPUR ASSAM PIN 784 173 | BISWANATH | ASSAM | 784173 | ₹4.6 Cr+₹3.8 L (0.83%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per Board of Officers |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per Board of Officers |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per Board of Officers |
| Sl No | Description | Qty | Unit | NORTHLAND CONSTRUCTION PVT.LTD. L2 | Mr. Sankatha Prasad Jaiswal L1 |
|---|---|---|---|---|---|
| 1.00Part ‘A’ :- Between Km 28.500 to Km 38.725 on Road Thelamara -Missamari – Foothills | |||||
| 1.01 | Providing, laying and compacting Bituminous concrete (BC) to a consolidated thickness of 30 mm including application of tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision) | 42,178.12 | Sqm | 2,24,80,940.62 ₹2,24,80,940.62 | 2,22,27,871.88 ₹2,22,27,871.88 Lowest |
| 1.02 | Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 30 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision) | 4,217.81 | Sqm | 14,76,233.5 ₹14,76,233.5 Lowest | 15,18,411.6 ₹15,18,411.6 |
| 1.03 | Road Marking with thermoplastic paint 2.5 mm thick conforming clause 803.4 to MORT&H specifications for Roads and Bridge works (Fifth Revision) | 2,045 | Sqm | 12,35,180 ₹12,35,180 Lowest | 12,41,315 ₹12,41,315 |
| 2.00Part ‘B’ :- Between Km 0.000 to Km 2.200 and Km 36.550 to Km 38.375 on Road OKSRT | |||||
| 2.01 | Providing, laying and compacting Bituminous concrete (BC) to a consolidated thickness of 30 mm including application of tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision) | 35,957.8 | Sqm | 1,91,65,507.4 ₹1,91,65,507.4 | 1,89,49,760.6 ₹1,89,49,760.6 Lowest |
| 2.02 | Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 30 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision) | 3,594.78 | Sqm | 12,58,173 ₹12,58,173 Lowest | 12,94,120.8 ₹12,94,120.8 |
| 2.03 | Road Marking with thermoplastic paint 2.5 mm thick conforming clause 803.4 to MORT&H specifications for Roads and Bridge works (Fifth Revision) | 975.8 | Sqm | 5,89,383.2 ₹5,89,383.2 Lowest | 5,92,310.6 ₹5,92,310.6 |
Tender Value
₹4.2 Cr
Closing Date
9 Feb 2021, 10:00 amClosed
CHIEF ENGINEER (P) VARTAK
Chief HQ Project Vartak C/o 99 APO Tezpur Assam
Providing Laying and Compacting of 03 cm thick BC Correction Work with 03 cm thick BM and Road Marking with Thermoplastic Paint at different locations between Km28PT500 to Km38PT725 on Rd TMF as Part A and Km 0Pt00 to Km2Pt200 and Km36Pt5 OKSRT R
2021_BRO_610878_1
CE (P) VTK/NIT/30/2020-21
Open Tender
Civil Works - Roads
Works
180 days
Km28PT500 to Km38PT725 on Rd TMF as Part A and K
15 documents required · 15 mandatory
₹0
Exempted
Chief HQ Project Vartak
30 Mar 2021
20 Jan 2021
10 Feb 2021
21 Jan 2021
9 Feb 2021
29 Jan 2021
21 Jan 2021 - 27 Jan 2021
28 Jan 2021
Part ‘A’ :- Between Km 28.500 to Km 38.725 on Road Thelamara -Missamari – Foothills
Providing, laying and compacting Bituminous concrete (BC) to a consolidated thickness of 30 mm including application of tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision)
Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 30 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision)
Road Marking with thermoplastic paint 2.5 mm thick conforming clause 803.4 to MORT&H specifications for Roads and Bridge works (Fifth Revision)
Part ‘B’ :- Between Km 0.000 to Km 2.200 and Km 36.550 to Km 38.375 on Road OKSRT
Providing, laying and compacting Bituminous concrete (BC) to a consolidated thickness of 30 mm including application of tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous surface as preparatory to the super imposition of BC mix for carrying out resurfacing works with pre-coated aggregate conforming to table 500-16 and satisfying the requirement of table 500-17 mixed with minimum 5.4% binder asphalt in accordance to Table 500-1 by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H specification for Road and Bridge (Fifth Revision)
Providing, laying and compacting Bituminous Macadam layer (BM) to a consolidated thickness of 30 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.25 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of BM mix with pre-coated aggregate graded as per table No.500-7 and satisfying the physical requirement as per table No.500-6 of MoRT&H specification (Fifth Revision) mixed with minimum 3.4% by weight of total mix as binder in accordance to Table 500-1 as per MoRT&H specification for Road and Bridge works (Fifth Revision)
Road Marking with thermoplastic paint 2.5 mm thick conforming clause 803.4 to MORT&H specifications for Roads and Bridge works (Fifth Revision)
NORTHLAND CONSTRUCTION PVT.LTD.
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