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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAccepted-AOC | ₹8.8 Cr | L1 | Accepted-AOC LOA issued |
| 2 | L2₹8.9 Cr+₹8.7 L (0.99%)Rejected-Finance | ₹8.9 Cr+₹8.7 L (0.99%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹14.0 Cr+₹5.2 Cr (59.5%)Rejected-Finance BISWANATH CHARALI TOWN BORGOLA COMPLEX PO BISWANATH CHARALI WARD NO 12 DIST SONITPUR ASSAM PIN 784 173 | BISWANATH | ASSAM | 784173 | ₹14.0 Cr+₹5.2 Cr (59.5%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹14.7 Cr+₹6.0 Cr (67.8%)Rejected-Finance | ₹14.7 Cr+₹6.0 Cr (67.8%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹15.6 Cr+₹6.8 Cr (77.5%)Rejected-Finance | ₹15.6 Cr+₹6.8 Cr (77.5%) | L5 | Rejected-Finance Rejected |
Tender Value
₹9.1 Cr
EMD Value
₹7.8 L
Closing Date
14 Mar 2023, 6:00 pmClosed
HQ Chief Engineer
HQ Chief Engineer (P) Vartak, Tezpur, Sonitpur
RE-SURFACING WORK FOR FY 2023-24 BET KM 117.86 TO KM 147.220 ON ROAD ORANG-KALAKTHANG-SHERGAON-RUPA-TENGA UNDER PART A , BET KM 0.00 TO KM 9.301 ON ROAD SHERGAON MORSHING UNDER PART B AND BETWEEN KM 0.00 TO KM 13.372 ON ROAD MORSHING-PHUDUNG UNDER PA
2023_BRO_583107_1
CE(P)VTK/NIT-32/ 2022-23
Open Tender
Civil Works - Roads
Works
as per work Description
Please refer Tender documents
2 documents required · 2 mandatory
₹0
₹7.8 L
HQ Chief Engineer (P) Vartak, Tezpur, Sonitpur
3 May 2023
27 Feb 2023
15 Mar 2023
27 Feb 2023
14 Mar 2023
27 Feb 2023
27 Feb 2023 - 6 Mar 2023
7 Mar 2023
PART A (Between Km 117.860 TO KM 147.220 ON ORANG-KALAKTANG- SHERGAON- RUPA- TENGA ROAD IN STATE OF ARUNACHAL PRADESH)
Providing, laying and compacting Bituminous concrete (BC) to a consolidated thickness of 40 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 50 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 9.301 ON SHERGAON- MORSHING ROAD IN STATE OF ARUNACHAL PRADESH)
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 50 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 (Between Km 0.000 TO KM 13.372 ON MORSHING- PHUDUNG ROAD IN STATE OF ARUNACHAL PRADESH)
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 50 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)
M/S SP JAISWAL
M/S. NORTHLAND CONSTRUCTION PVT. LTD.
Sri Dhansagar Choudhury
M/S JAVED AHMED
Sri Manoj Pareek
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