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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 CrAccepted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹18.1 Cr | L1 | Accepted-Finance As per recommendation of TEC |
| 2 | L2₹19.3 CrRejected-Finance | ₹19.3 Cr | L2 | Rejected-Finance As per recommendation of TEC |
| 3 | Rejected-Technical BATHINDA | BATHINDA | PUNJAB | 151001 | - | - | Rejected-Technical (a) T-Bid duly signed by bidder from page No 01-151 has neither been uploaded on portal nor physical copy submitted, which grossly violates the first and foremost condition of para -3 of Page No 02 of tender document, hence not met criteria of clause |
| Sl No | Description | Qty | Unit | LSR INFRACON PVT LTD L2 | GARG & GARG CO L1 |
|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO KM 10.00 ON TIDANG-BIDANG-JOLINGKONG ROAD | |||||
| 1.01 | Preparation of sub-grade in SMB (Soil mixed with boulder) 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. | 4,806 | 10 Sqm | 2,500 ₹1.2 Cr | 2,400 ₹1.2 Cr |
| 1.02 | Preparation of sub-grade in SR (Soft Rock) 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. | 475 | 10 Sqm | 3,825 ₹18.2 L | 3,800 ₹18.1 L |
| 1.03 | Preparation of sub-grade in HR (Hard Rock) 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. | 597 | 10 Sqm | 5,700 ₹34.0 L | 5,500 ₹32.8 L |
| 1.04 | GSB 15 cm thick (compacted) for GSB layer and hard Shoulder with stone aggregate conforming to grading No 1 as per Table -400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete. | 6,788 | 10 Sqm | 7,000 ₹4.8 Cr | 6,200 ₹4.2 Cr |
| 1.05 | Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 100 mm, 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 guarding. | 8,691 | 10 Sqm | 5,900 ₹5.1 Cr | 4,800 ₹4.2 Cr |
| 1.06 | Providing and laying 60 mm thick DBM layer with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works with minimum 4.50% asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification. | 3,880 | 10 Sqm | 9,250 ₹3.6 Cr | 10,500 ₹4.1 Cr |
| 1.07 | Providing and laying 40 mm thick BC 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 minimum 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book. | 3,880 | 10 Sqm | 8,800 ₹3.4 Cr | 8,820 ₹3.4 Cr |
| 1.08 | Providing and applying Prime Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm. | 3,880 | 10 Sqm | 690 ₹26.8 L | 660 ₹25.6 L |
| 1.09 | 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. | 7,759 | 10 Sqm | 320 ₹24.8 L | 260 ₹20.2 L |
Tender Value
₹18.3 Cr
EMD Value
₹12.4 L
Closing Date
28 Mar 2026, 6:00 pmClosed
Chief Engineer P Hirak
HQ CE P Hirak Near Govt ITI Tanakpur Uttarakhand 262309
SURFACING WKS FOR GSB150 MM, WMM100 MM DBM60 MM, PRIME, TACK COAT BY BITUMEN EMULSION, BC40MM THK BY TACK COAT AND PROV, FIXING OF RD STUD100X100 MM, RD MARKING WITH THERMOPLASTICPAINT 2.5 MM THK BTW KM0.00-KM10.00 ON TIDANG-BIDANG-JOLINGKONG RD
2026_BRO_754866_1
80661
Open Tender
Civil Works - Roads
365 days
Tidang-bidang-Jolingkong roadUttarkahnd
As per tender document
6 documents required · 6 mandatory
₹0
₹12.4 L
Yes
HQ CE P HIRAK
27 Apr 2026
2 Mar 2026
30 Mar 2026
3 Mar 2026
28 Mar 2026
23 Mar 2026
3 Mar 2026 - 20 Mar 2026
17 Mar 2026
SURFACING WORKS BETWEEN KM 0.00 TO KM 10.00 ON TIDANG-BIDANG-JOLINGKONG ROAD
Preparation of sub-grade in SMB (Soil mixed with boulder) 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 (Soft Rock) 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 (Hard Rock) 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) for GSB layer and hard Shoulder with stone aggregate conforming to grading No 1 as per Table -400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete.
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 100 mm, 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 guarding.
Providing and laying 60 mm thick DBM layer with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works with minimum 4.50% asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification.
Providing and laying 40 mm thick BC 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 minimum 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book.
Providing and applying Prime Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm.
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.
Road marking with thermoplastic paint (2.5 mm thick) conforming to MoRT&H: 803.4 and IRC-35-2015including preparation of surface and application.
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 bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
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