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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 Cr+₹16.1 L (4.19%)Admitted-Finance BISWANATH CHARALI TOWN BORGOLA COMPLEX PO BISWANATH CHARALI WARD NO 12 DIST SONITPUR ASSAM PIN 784 173 | BISWANATH | ASSAM | 784173 | ₹4.0 Cr+₹16.1 L (4.19%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Mr. Sankatha Prasad Jaiswal L1 | NORTHLAND CONSTRUCTION PVT.LTD. L2 |
|---|---|---|---|---|---|
| 1.00Part ‘A’ :- Km 29.00 to Km 31.780 on Orang-Kalaktang-Shergoan-Rupa-Tenga | |||||
| 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) | 7,122.15 | Sqm | - | - |
| 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) | 712.22 | Sqm | - | - |
| 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) | 329.99 | Sqm | - | - |
| 2.00Part ‘B’ :- Km 40.00 to Km 53.00 on Orang-Kalaktang-Shergoan-Rupa-Tenga | |||||
| 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) | 29,401.65 | Sqm | - | - |
| 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) | 2,940.16 | Sqm | - | - |
| 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) | 1,374.41 | Sqm | - | - |
| 3.00Part ‘C’ :- Km 146.792 to Km 150.93 on Orang-Kalaktang-Shergoan-Rupa-Tenga | |||||
| 3.01 | 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) | 29,128.05 | Sqm | - | - |
Tender Value
₹3.5 Cr
EMD Value
₹4.3 L
Closing Date
3 Mar 2020, 1:00 pmClosed
CHIEF ENGINEER PROJECT VARTAK
HQ CE PROJECT VARTAK C/O 99 APO Pin 931716
PROVIDING LAYING AND COMPACTING OF 03 CM THICK BITUMINOUS CARPET AND CORRECTION WORK WITH 03 CM BITUMINOUS MACADAM AT DIFFERENT LOCATIONS BETWEEN KM 29PT00 TO KM 31PT780 AS PART A KM 40PT00 TO KM 53PT00 AS PART B AND KM 146PT792 TO KM 150PT930 AS PA
2020_BRO_544035_1
CE(P)/VTK/NIT/30/2019-20
Open Tender
Civil Works - Roads
Works
180 days
Km 29PT00 to Km 30PT00 Km 40PT00 to Km 53PT00 and
16 documents required · 16 mandatory
₹0
₹4.3 L
Yes
HQ CE PROJECT VARTAK
11 Mar 2020
12 Feb 2020
4 Mar 2020
13 Feb 2020
3 Mar 2020
18 Feb 2020
13 Feb 2020 - 16 Feb 2020
17 Feb 2020
Part ‘A’ :- Km 29.00 to Km 31.780 on Orang-Kalaktang-Shergoan-Rupa-Tenga
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’ :- Km 40.00 to Km 53.00 on Orang-Kalaktang-Shergoan-Rupa-Tenga
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 ‘C’ :- Km 146.792 to Km 150.93 on Orang-Kalaktang-Shergoan-Rupa-Tenga
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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