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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 CrAdmitted-Finance | ₹7.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.0 Cr+₹1.0 Cr (14.7%)Admitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | ₹8.0 Cr+₹1.0 Cr (14.7%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling the technical criteria |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Fulfilling the technical criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Fulfilling the technical criteria |
| Sl No | Description | Qty | Unit | GRRB ASSOCIATES L1 | BHARTIA INFRA PROJECTS LTD L2 |
|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO 6.50 FOR SURFACING WORKS ON ROAD CHAGLAGAM-ROCHAM | |||||
| 1.01 | GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables : 400-1 of MORT&H specifications for Road and Bridge Works (5th Revision) including supply of material, watering and including premixing the material with water to OMC in mechanical mix (pug mill) laying in uniform layers in sub base on a well prepared subgrade and compacting with power vibratory roller to achieve the desired density complete in all respect as specified in particular specifications and as directed and approved by Engineer-in-Charge. | 4,006.37 | Cum | 4,345 ₹1,74,07,677.65 Lowest | 5,000 ₹2,00,31,850 |
| 1.02 | Providing, Laying, spreading and compacting graded stone aggregate grading as per table No 400-13 and satisfying the physical requirement as per Table No.400-12 of MORT&H Specifications for Wet Mix Macadam of 75 mm Compacted thickness (in two layers) including premixing the material with water to OMC in mechanical mix (pug mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including grading conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 3,092.31 | Cum | 5,470 ₹1,69,14,935.7 Lowest | 6,000 ₹1,85,53,860 |
| 1.03 | Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete to achieve the desired density including grading conforming MORT&H Specifications for Road and Bridge Works (5th Revision) and as directed and approved by Engineer-in-Charge. | 55.2 | Cum | 5,480 ₹3,02,496 Lowest | 6,000 ₹3,31,200 |
| 1.04 | Providing laying & compaction of 50 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table -500-8/9/10 respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 viscosity grade as per MORT&H (5th Revision) data book and rolled to the required specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in- Charge. | 954.42 | Cum | 20,340 ₹1,94,12,902.8 Lowest | 24,000 ₹2,29,06,080 |
| 1.05 | Providing, laying & compaction of Bituminous Concrete 30 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 of MORT&H (5th Revision) specifications mixed with 5.4% binder asphalt VG-10 viscosity grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MORT&H data book and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 572.65 | Cum | 24,175 ₹1,38,43,813.75 Lowest | 28,000 ₹1,60,34,200 |
| 1.06 | Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base (WMM) including clearing of road surface and spraying primer @ 7.5 Kg per 10 sqm by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 19,088.3 | Sqm | 48 ₹9,16,238.4 Lowest | 55 ₹10,49,856.5 |
| 1.07 | Providing and Applying of Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular (DBM) surface cleaned with mechanical broom, all complete as clause 503 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 19,088.3 | Sqm | 28 ₹5,34,472.4 Lowest | 35 ₹6,68,090.5 |
| 1.08 | Earthwork in embankment/Shoulders/ Berm filling with earth free from roots spreading in layers not exceeding 30 cm including watering and fishing to required slope & level not exceeding 1.5m high above the base in ordinary soil in hill roads where cut & fill method is adopted clause 408 of MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 1,041.2 | Cum | 250 ₹2,60,300 Lowest | 250 ₹2,60,300 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹6.4 L
Closing Date
26 Dec 2024, 12:00 pmClosed
The Chief Engineer Project Udayak
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
PROVIDING, LAYING AND COMPACTION OF GSB IN 150 MM, WMM 75 MM, SAND BLANKETING 25 MM, DBM 50 MM, BC 30 MM AND EARTH WORK IN EMBANKMENT COMPLETE IN ALL RESPECT ALL AS SPECIFIED BETWEEN KM 0.00 TO 6.50 ON ROAD CHAGLAGAM ROCHAM OF 116 RCC SECTOR UNDER 48
2024_BRO_678302_2
CE(P)Udayak-12/2024-25
Open Tender
Civil Works
Works
365 days
km 0.00 to 6.50 on road Chaglagam-Rocham
As per Tender Documents
5 documents required · 5 mandatory
₹0
₹6.4 L
Yes
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
15 Mar 2025
11 Dec 2024
27 Dec 2024
11 Dec 2024
26 Dec 2024
17 Dec 2024
11 Dec 2024 - 16 Dec 2024
17 Dec 2024
Amount
SURFACING WORKS BETWEEN KM 0.00 TO 6.50 FOR SURFACING WORKS ON ROAD CHAGLAGAM-ROCHAM
GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables : 400-1 of MORT&H specifications for Road and Bridge Works (5th Revision) including supply of material, watering and including premixing the material with water to OMC in mechanical mix (pug mill) laying in uniform layers in sub base on a well prepared subgrade and compacting with power vibratory roller to achieve the desired density complete in all respect as specified in particular specifications and as directed and approved by Engineer-in-Charge.
Providing, Laying, spreading and compacting graded stone aggregate grading as per table No 400-13 and satisfying the physical requirement as per Table No.400-12 of MORT&H Specifications for Wet Mix Macadam of 75 mm Compacted thickness (in two layers) including premixing the material with water to OMC in mechanical mix (pug mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including grading conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete to achieve the desired density including grading conforming MORT&H Specifications for Road and Bridge Works (5th Revision) and as directed and approved by Engineer-in-Charge.
Providing laying & compaction of 50 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table -500-8/9/10 respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 viscosity grade as per MORT&H (5th Revision) data book and rolled to the required specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in- Charge.
Providing, laying & compaction of Bituminous Concrete 30 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 of MORT&H (5th Revision) specifications mixed with 5.4% binder asphalt VG-10 viscosity grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MORT&H data book and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base (WMM) including clearing of road surface and spraying primer @ 7.5 Kg per 10 sqm by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Providing and Applying of Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular (DBM) surface cleaned with mechanical broom, all complete as clause 503 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Earthwork in embankment/Shoulders/ Berm filling with earth free from roots spreading in layers not exceeding 30 cm including watering and fishing to required slope & level not exceeding 1.5m high above the base in ordinary soil in hill roads where cut & fill method is adopted clause 408 of MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
BHARTIA INFRA PROJECTS LTD (BID ID -3198445)
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