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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAdmitted-Finance | ₹12.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹13.9 CrAdmitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | ₹13.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹14.0 CrAdmitted-Finance | ₹14.0 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | - | - | Rejected-Technical Not Fulfilling the Technical criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Fulfilling the Technical criteria |
| Sl No | Description | Qty | Unit | Ganpati Bharat Private Limited L3 | GRRB ASSOCIATES L1 | BHARTIA INFRA PROJECTS LTD L2 |
|---|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO 6.884 FOR SURFACING WORKS ON ROAD KIBITHU-THOCHU-WACHA | ||||||
| 1.01 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. | 39,286.83 | Sqm | 150 ₹58.9 L | 55 ₹21.6 L | 63 ₹24.8 L |
| 1.02 | Preparation of sub-grade in SR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr. | 13,816.77 | Sqm | 150 ₹20.7 L | 85 ₹11.7 L | 98 ₹13.5 L |
| 1.03 | Preparation of sub-grade in HR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr. | 1,622.5 | Sqm | 150 ₹2.4 L | 120 ₹1.9 L | 138 ₹2.2 L |
| 1.04 | 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. | 6,682 | Cum | 4,800 ₹3.2 Cr | 4,095 ₹2.7 Cr | 4,709 ₹3.1 Cr |
| 1.05 | Providing sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete as specified and directed by Engineer -In –Charge. | 41 | Cum | 5,250 ₹2.2 L | 4,731 ₹1.9 L | 5,440 ₹2.2 L |
| 1.06 | 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 100 mm Compacted thickness 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. | 3,140 | Cum | 5,250 ₹1.6 Cr | 4,800 ₹1.5 Cr | 5,520 ₹1.7 Cr |
| 1.07 | 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 (1st layer) 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. | 2,355 | Cum | 5,250 ₹1.2 Cr | 4,800 ₹1.1 Cr | 5,520 ₹1.3 Cr |
| 1.08 | 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 (2nd layer) 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. | 2,355 | Cum | 5,250 ₹1.2 Cr | 4,800 ₹1.1 Cr | 5,520 ₹1.3 Cr |
| 1.09 | Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base (over WMM surface) 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. | 27,761.25 | Sqm | 48 ₹13.3 L | 48 ₹13.3 L | 55 ₹15.3 L |
Tender Value
₹10.9 Cr
EMD Value
₹8.7 L
Closing Date
7 Jul 2025, 12:00 pmClosed
Chief Engineer Project Udayak
HQ CE (P) Udayak C/o 99 APO Doom Dooma
PROVIDING, LAYING AND COMPACTION OF GSB IN 150 MM, WMM 75 MM, WMM 100 MM DBM 50 MM, BC 30 MM, FIXING OF DELINEATORS, ROAD STUD AND ROAD MARKING COMPLETE IN ALL RESPECT ALL AS SPECIFIED BETWEEN KM 0.000 TO 6.884 ON ROAD KIBITHU-THOCHU-WACHA
2025_BRO_714707_1
CE (P) UDK/14/2025-26
Open Tender
Civil Works
365 days
km 0.000 to km 6.884 on Kibitu Thochu Wacha
As per tender docs
5 documents required · 5 mandatory
₹0
₹8.7 L
Yes
HQ CE (P) Udayak C/o 99 APO Doom Dooma
12 Aug 2025
16 Jun 2025
8 Jul 2025
16 Jun 2025
7 Jul 2025
23 Jun 2025
16 Jun 2025 - 23 Jun 2025
23 Jun 2025
Amount
SURFACING WORKS BETWEEN KM 0.00 TO 6.884 FOR SURFACING WORKS ON ROAD KIBITHU-THOCHU-WACHA
Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.
Preparation of sub-grade in SR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr.
Preparation of sub-grade in HR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 mtr.
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 sand blanketing to a depth of 25 mm spraying water, compacting with power roller all complete as specified and directed 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 100 mm Compacted thickness 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, 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 (1st layer) 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, 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 (2nd layer) 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 and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base (over WMM surface) 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 laying with 50 mm thick compacted DBM mixed with bitumen viscosity grade with min 4.50% by weight as per Clause 505 of MoRT&H specifications for road and bridge works (5th Revision) and rolled to the required specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge
Providing and Applying of Tack Coat with bitumen using bitumen pressure distributor @ 2.5 kg/10 sqm on prepared bituminous/granular surface (over 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.
Providing and laying with 30 mm thick compacted Bituminous Concrete mixed with bitumen viscosity grade as per Job Mix Formula with min 5.4% by weight and 2% filler by weight as per Clause 507 MoRT&H specification for Roads and Bridge works (5th Revision) all as specified as per MoRTH and notes of Sch ‘A’ and as directed and approved by Engineer-In-Charge
Providing/Fixing Road Delineators ( 600 mm)as specified in Particular Specifications and as directed and approved by Engineer-in-Charge
Marking of Centre and Edge Line with Thermo Plastic Paint (2.5 mm thick) and Glass Beads with Road marking Machine confirming to clause 803 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.
Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and dedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part4) 1973 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 -3347083)
Ganpati Bharat Private Limited (BID ID -3348424)
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