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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 CrAdmitted-Finance | ₹9.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.0 Cr+₹6.5 L (0.73%)Admitted-Finance | ₹9.0 Cr+₹6.5 L (0.73%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per BOO |
| Sl No | Description | Qty | Unit | M/S T N T ENTERPRISES L2 | M/S GLOBAL ROYAL CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Altitude between 2401-2700 m ( Km 70.000-Km 73.300) Part-‘A’ | |||||
| 1.01 | Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision). | 13,572.08 | Sqm | 1,38,43,521.6 ₹1,55,04,744.19 | 1,37,89,233.28 ₹1,54,43,941.27 Lowest |
| 1.02 | 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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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). | 13,572.08 | Sqm | 67,86,040 ₹76,00,364.8 | 66,91,035.44 ₹74,93,959.69 Lowest |
| 2.00Altitude between 2701-3000 m ( Km 73.300-Km 79.600) Part-‘B’ | |||||
| 2.01 | Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision). | 25,795.68 | Sqm | 2,63,11,593.6 ₹2,94,68,984.83 | 2,62,08,410.88 ₹2,93,53,420.19 Lowest |
| 2.02 | 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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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). | 25,795.68 | Sqm | 1,28,97,840 ₹1,44,45,580.8 | 1,27,17,270.24 ₹1,42,43,342.67 Lowest |
| 3.00Altitude between 3001-3300m (Km 79.600- Km 83.000) Part-‘C’ | |||||
| 3.01 | Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision). | 13,679.79 | Sqm | 1,39,53,385.8 ₹1,56,27,792.1 | 1,38,98,666.64 ₹1,55,66,506.64 Lowest |
| 3.02 | 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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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). | 13,679.79 | Sqm | 68,39,895 ₹76,60,682.4 | 67,44,136.47 ₹75,53,432.85 Lowest |
Tender Value
₹8.2 Cr
EMD Value
₹7.3 L
Closing Date
7 Dec 2020, 10:00 amClosed
CHIEF ENGINEER PROJECT VARTAK
HQ CE Project Vartak C/o 99 APO Pin 931716
PROVIDING LAYING AND COMPACTING OF 30 MM THICK BITUMINOUS CONCRETE BC AND DENSE BITUMINOUS MACADAM DBM 50MM THICK FOR IMPROVEMENT OF RIDING QUALITY AND REHABILITATION WORK BETWEEN KM 70PT00 TO KM 83PT00 ON ROAD Y JUNCTION NELYA SANCTIONED UNDER JO
2020_BRO_595184_1
CE (P) VTK/NIT/18/2020-21
Open Tender
Civil Works - Roads
Works
365 days
BETWEEN KM 70PT00 TO KM 83PT00 ON ROAD Y JUNCTION
16 documents required · 16 mandatory
₹0
₹7.3 L
Yes
HQ CE PROJECT VARTAK
16 Jan 2021
5 Nov 2020
8 Dec 2020
6 Nov 2020
7 Dec 2020
16 Nov 2020
6 Nov 2020 - 11 Nov 2020
13 Nov 2020
Altitude between 2401-2700 m ( Km 70.000-Km 73.300) Part-‘A’
Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision).
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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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).
Altitude between 2701-3000 m ( Km 73.300-Km 79.600) Part-‘B’
Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision).
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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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).
Altitude between 3001-3300m (Km 79.600- Km 83.000) Part-‘C’
Providing, laying and compacting Dense Bituminous Macadam layer (DBM) to a consolidated thickness of 50 mm including preparation of surface and application of a tack coat of bitumen emulsion complying with IS 8887 @ 0.35 Kg per square meter area on existing bituminous road surface as preparatory to the super imposition of DBM mix with pre-coated aggregate graded as per table No.500-10 and satisfying the physical requirement as per table No.500-8 of MoRT&H specification (Fifth Revision) mixed with minimum 4.5% by weight of total mix as binder in accordance to Table 500-10 as per MoRT&H specification for Road and Bridge works (Fifth Revision).
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 DBM surface as preparatory to the super imposition of BC mix for carrying out surfacing 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).
M/S T N T ENTERPRISES
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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Tenderdoc18.pdf
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BOQ_625243.xls
BOQ • 0.28 MB
IPNIT18.pdf
Additional Documents • 5.31 MB
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