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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAdmitted-Finance | ₹6.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.8 Cr+₹1.5 Cr (24.1%)Admitted-Finance | ₹7.8 Cr+₹1.5 Cr (24.1%) | L2 | Admitted-Finance |
| 3 | L3₹8.9 Cr+₹2.6 Cr (41.6%)Admitted-Finance | ₹8.9 Cr+₹2.6 Cr (41.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bhat infrastructure pvt ltd L2 | Adnan Constructions Private Limited L1 | VALLEY ROAD CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|
| 1.00Phase –I (Km 0.00 to Km 3.00) of road Dat Bridge-Keran | ||||||
| 1.01 | Preparation of sub grade in SMB by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract | 15,473.93 | Sqm | 28 ₹4,33,270.04 | 20 ₹3,09,478.6 Lowest | 30 ₹4,64,217.9 |
| 1.02 | Preparation of sub grade in SR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract. | 1,796.22 | Sqm | 95 ₹1,70,640.9 | 20 ₹35,924.4 Lowest | 30 ₹53,886.6 |
| 1.03 | Preparation of sub grade in HR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran complete as per clause 310 of MoRT&H Specification for road and bridge works(5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract. | 2,139.52 | Sqm | 92 ₹1,96,835.84 | 20 ₹42,790.4 Lowest | 30 ₹64,185.6 |
| 1.04 | NFSSB 15 cm thick (consolidated) with stone aggregate as per table 400-9 & 400-1 Gd-1 of MoRT&H specifications for road and bridges works, including supply of material, spreading in layers, watering and consolidation all complete, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 17,270.16 | Sqm | 450 ₹77,71,572 | 100 ₹17,27,016 Lowest | 400 ₹69,08,064 |
| 1.05 | Providing Crushed Stone Base in 02 layers (75 mm thick compacted each layer), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 32,908.5 | Sqm | 290 ₹95,43,465 | 150 ₹49,36,275 Lowest | 400 ₹1,31,63,400 |
| 1.06 | Providing Crushed Stone Base (100 mm), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 18,593.77 | Sqm | 220 ₹40,90,629.4 | 180 ₹33,46,878.6 Lowest | 300 ₹55,78,131 |
| 1.07 | Providing and laying 60 mm thick DBM layer, precoated stone aggregate physical requirement/ grading/mix composition as per Table - 500-8/9/10 respectively of MoRT&H specifications for road and bridges works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and roller to the required specification , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 17,671.76 | Sqm | 614 ₹1,08,50,460.64 Lowest | 805 ₹1,42,25,766.8 | 720 ₹1,27,23,667.2 |
| 1.08 | Providing and laying 30 mm thick BC on bituminous concrete layer with precoated stone chips grading confirming to Table: 500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filter) all as specified as per MoRT&H data book , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 17,671.76 | Sqm | 418 ₹73,86,795.68 Lowest | 460 ₹81,29,009.6 | 420 ₹74,22,139.2 |
| 1.09 | Providing and applying primer coat with bitumen emulsion on prepared surface of granuler base including clearing or road surface and spyaing prime @ 7.50 kg per 10 sqm (using BPD with manual labour) , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran | 17,671.76 | Sqm | 70 ₹12,37,023.2 | 30 ₹5,30,152.8 Lowest | 40 ₹7,06,870.4 |
Tender Value
₹7.3 Cr
EMD Value
₹6.9 L
Closing Date
12 Apr 2024, 12:00 pmClosed
Chief Engineer Project Beacon
HQrs Chief Engineer Project Beacon Old Airport Road Rangreth Budgam
EXECUTION OF SURFACING WORKS FROM KM 0.00 TO KM 5.50 ON DAT BRIDGE KERAN ROAD FROM CL 9 UNSURFACED TO NHSL WITH PAVED SHOULDER SPECIFICATION UNDER 109 RCC 32 BRTF PROJECT BEACON IN JK UT
2024_BRO_647040_1
CE(P) BCN/19/2023-24
Open Tender
Civil Works - Roads
Item Rate
360 days
KM 0.00 TO KM 5.50 ON DAT BRIDGE KERAN ROAD
As per tender document
8 documents required · 8 mandatory
₹0
₹6.9 L
Yes
HQrs Chief Engineer Project Beacon Old Airport Roa
11 May 2024
19 Mar 2024
13 Apr 2024
20 Mar 2024
12 Apr 2024
21 Mar 2024
20 Mar 2024 - 21 Mar 2024
21 Mar 2024
Amount
Phase –I (Km 0.00 to Km 3.00) of road Dat Bridge-Keran
Preparation of sub grade in SMB by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract
Preparation of sub grade in SR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract.
Preparation of sub grade in HR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran complete as per clause 310 of MoRT&H Specification for road and bridge works(5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract.
NFSSB 15 cm thick (consolidated) with stone aggregate as per table 400-9 & 400-1 Gd-1 of MoRT&H specifications for road and bridges works, including supply of material, spreading in layers, watering and consolidation all complete, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing Crushed Stone Base in 02 layers (75 mm thick compacted each layer), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing Crushed Stone Base (100 mm), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing and laying 60 mm thick DBM layer, precoated stone aggregate physical requirement/ grading/mix composition as per Table - 500-8/9/10 respectively of MoRT&H specifications for road and bridges works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and roller to the required specification , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing and laying 30 mm thick BC on bituminous concrete layer with precoated stone chips grading confirming to Table: 500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filter) all as specified as per MoRT&H data book , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing and applying primer coat with bitumen emulsion on prepared surface of granuler base including clearing or road surface and spyaing prime @ 7.50 kg per 10 sqm (using BPD with manual labour) , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular surface cleaned with mechanical broom all complete as per clause 503 of MoRT&H specifications , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lence reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BB: 873 (Part-4) 1973 , between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Road marking with thermo plastic paint (2.5 mm thick) conforming to MOST: 803.4 including preparation of surface and application, between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Earthwork in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted between Km 0.00 to Km 3.00 on road Dat Bridge-Keran
Phase –II (Km 3.00 to Km 5.50) of road Dat Bridge-Keran
Preparation of sub grade in SMB by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 3.00 to Km 5.50 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract
Preparation of sub grade in SR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 3.00 to Km 5.50 on road Dat Bridge-Keran to complete as per clause 310 of MoRT&H Specification for road and bridge works (5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract.
Preparation of sub grade in HR by removing mud and slurry/extra earth watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade profile and rolling with 8-10 tonne smooth wheeled roller, between Km 3.00 to Km 5.50 on road Dat Bridge-Keran complete as per clause 310 of MoRT&H Specification for road and bridge works(5th Revision 2019) and as directed by Engineer-in-Charge/OC Contract.
NFSSB 15 cm thick (consolidated) with stone aggregate as per table 400-9 & 400-1 Gd-1 of MoRT&H specifications for road and bridges works, including supply of material, spreading in layers, watering and consolidation all complete, between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing Crushed Stone Base in 02 layers (75 mm thick compacted each layer), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing Crushed Stone Base (100 mm), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoSRT&H specification to form a layer of sub base/base , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing and laying 60 mm thick DBM layer, precoated stone aggregate physical requirement/ grading/mix composition as per Table - 500-8/9/10 respectively of MoRT&H specifications for road and bridges works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and roller to the required specification , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing and laying 30 mm thick BC on bituminous concrete layer with precoated stone chips grading confirming to Table: 500-17 and mix satisfying the physical requirement of table 500-16 of MoRT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filter) all as specified as per MoRT&H data book , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing and applying primer coat with bitumen emulsion on prepared surface of granuler base including clearing or road surface and spyaing prime @ 7.50 kg per 10 sqm (using BPD with manual labour) , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular surface cleaned with mechanical broom all complete as per clause 503 of MoRT&H specifications , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lence reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BB: 873 (Part-4) 1973 , between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Road marking with thermo plastic paint (2.5 mm thick) conforming to MOST: 803.4 including preparation of surface and application, between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Earthwork in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted between Km 3.00 to Km 5.50 on road Dat Bridge-Keran
Bhat infrastructure pvt ltd
VALLEY ROAD CONSTRUCTION COMPANY
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