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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 CrAccepted-AOC NEAR HORTICULTURE OFFICE SHANKAR NAGAR POONCH J K UT PIN 185101 | POONCH | POONCH | JAMMU AND KASHMIR | 185101 | L1 | Accepted-AOC Quoted lowest value | |
| 2 | L2₹15.1 Cr+₹1.2 Cr (8.28%)Rejected-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADAKH UT 194101 | LEH LADAKH | LEH | LADAKH | 194101 | L2 | Rejected-Finance Rates are higher than L1, hence Not Accepted | |
| 3 | L3₹15.8 Cr+₹1.8 Cr (12.7%)Rejected-Finance ANURADHA HOUSE OAKS LANE BARNAI POST OFFICE JAMMU J K | JAMMU | JAMMU | JAMMU AND KASHMIR | 181205 | L3 | Rejected-Finance Rates are higher than L1, hence Not Accepted | |
| 4 | L4₹16.0 Cr+₹2.0 Cr (14.2%)Rejected-Finance 77 BAIKUNTHAPUR LAIMEKURI JONAI DIST DHEMAJI ASSAM 787060 | LAIMEKURI | DHEMAJI | ASSAM | 787060 | L4 | Rejected-Finance Rates are higher than L1, hence Not Accepted | |
| 5 | Rejected-Technical 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU J K 180004 | JAMMU | JAMMU AND KASHMIR | 180004 | - | Rejected-Technical TECHNICALLY NOT VIABLE |
| Sl No | Description | Qty | Unit | NEW JEHLUM CONSTRUCTION CO. L3 | M/s Purbanchal Suppliers and Contractors L4 | M/S MASOOD AHMED CONTRACTOR L1 | Taru Enterprises Pvt Ltd L2 |
|---|---|---|---|---|---|---|---|
| 1.00PART-I SURFACING WORKS BETWEEN BETWEEN KM 78.700 TO KM 95.00 (Reduced to 82.450to 95.00) on NPD Road (ALTITUDE - 3001 to 3300 Mtr) | |||||||
| 1.01 | 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 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 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 / OC Contract | 1,90,617.8 | Sqm | 180 ₹3,43,11,204 | 141 ₹2,68,77,110 Lowest | 174 ₹3,31,67,497 | 159 ₹3,03,08,230 |
| 1.02 | Providing laying & compaction of 60 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table 500-8/9/10 (clause of 505) respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 penetration 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 / OC Contract | 91,392.1 | Sqm | 690 ₹6,30,60,549 | 716 ₹6,54,36,744 | 590 ₹5,39,21,339 Lowest | 600 ₹5,48,35,260 |
| 1.03 | Providing, laying & compaction of Bituminous Concrete 40 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 ( clause of 507) of MORT&H (5th Revision) specifications mixed with 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 and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 91,392.1 | Sqm | 540 ₹4,93,51,734 | 611 ₹5,58,40,573 | 431 ₹3,93,89,995 Lowest | 580 ₹5,30,07,418 |
| 1.04 | Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base 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 / OC Contract | 91,392.1 | Sqm | 36 ₹32,90,116 | 47 ₹42,95,429 | 21 ₹19,19,234 Lowest | 53 ₹48,43,781 |
| 1.05 | Providing and Applying of Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5kg/10 Sqm on prepared bituminous/granular 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/OC Contract | 1,82,784.2 | Sqm | 27 ₹49,35,173 | 23 ₹42,04,037 Lowest | 49 ₹89,56,426 | 29 ₹53,00,742 |
| 1.06 | 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/ OC Contract | 3,221 | Sqm | 540 ₹17,39,340 Lowest | 551 ₹17,74,771 | 649 ₹20,90,429 | 600 ₹19,32,600 |
| 1.07 | Providing and fixing of Road Stud 100x100 mm, die cast in aluminum, 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. | 2,304 | Sqm | 450 ₹10,36,800 | 571 ₹13,15,584 | 200 ₹4,60,800 Lowest | 550 ₹12,67,200 |
Tender Value
₹23.3 Cr
EMD Value
₹15 L
Closing Date
28 Mar 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103.
Providing WMM 75 mm thick (two layers) 60 mm thick DBM and applying Prime Coat and Tack Coat and laying 40 mm thick BC and applying 2.50 mm thick thermoplastic paint and road stud 100x100 mm bet km 78.700 to km 95.00 on Nimmu-Padam-Darcha road under
2025_BRO_699036_1
CE (P) YJK - 08 of 2024-25
Open Tender
Civil Works - Roads
Item Rate
540 days
Between Km 78.700 to Km 95 on NPD road under 114 R
As per Tender conditions
8 documents required · 8 mandatory
₹0
₹15 L
Yes
14 Jan 2026
22 Feb 2025
29 Mar 2025
22 Feb 2025
28 Mar 2025
6 Mar 2025
24 Feb 2025 - 4 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PART-I SURFACING WORKS BETWEEN BETWEEN KM 78.700 TO KM 95.00 (Reduced to 82.450to 95.00) on NPD Road (ALTITUDE - 3001 to 3300 Mtr) | |||||
| 1.01 | 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 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 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 / OC Contract | 1,90,617.8 | Sqm | - | - |
| 1.02 | Providing laying & compaction of 60 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table 500-8/9/10 (clause of 505) respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 penetration 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 / OC Contract | 91,392.1 | Sqm | - | - |
| 1.03 | Providing, laying & compaction of Bituminous Concrete 40 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 ( clause of 507) of MORT&H (5th Revision) specifications mixed with 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 and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 91,392.1 | Sqm | - | - |
| 1.04 | Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base 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 / OC Contract | 91,392.1 | Sqm | - | - |
| 1.05 | Providing and Applying of Tack Coat with bitumen VG-10 using bitumen pressure distributor @ 2.5kg/10 Sqm on prepared bituminous/granular 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/OC Contract | 1,82,784.2 | Sqm | - | - |
| 1.06 | 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/ OC Contract | 3,221 | Sqm | - | - |
| 1.07 | Providing and fixing of Road Stud 100x100 mm, die cast in aluminum, 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. | 2,304 | Sqm | - | - |
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