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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 CrAccepted-AOC GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹15.0 Cr | L1 | Accepted-AOC Quoted rates found L1 |
| 2 | L2₹15.1 CrRejected-Finance | ₹15.1 Cr | L2 | Rejected-Finance Quoted rates found more than L1 |
| 3 | L3₹15.3 CrRejected-Finance | ₹15.3 Cr | L3 | Rejected-Finance Quoted rates found more than L1 |
| 4 | L4₹19.9 CrRejected-Finance | ₹19.9 Cr | L4 | Rejected-Finance Quoted rates found more than L1 |
| 5 | L5₹20.3 CrRejected-Finance | ₹20.3 Cr | L5 | Rejected-Finance Quoted rates found more than L1 |
| Sl No | Description | Qty | Unit | NEW JEHLUM CONSTRUCTION CO. L2 | Taru Enterprises Pvt Ltd L1 | M/S SANJEEV KUMAR GOYAL CONTRACTOR L5 | Brahmaputra infrastructure Ltd. L4 | M/S MASOOD AHMED CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00PART-I SURFACING WORKS BETWEEN BETWEEN KM 57.00 TO KM 65.00 (ALTITUDE - 3001 to 3900 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 | 87,107.2 | Sqm | 150 ₹1.3 Cr | 159 ₹1.4 Cr | 250 ₹2.2 Cr | 290 ₹2.5 Cr | 174 ₹1.5 Cr |
| 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 | 41,782.4 | Sqm | 660 ₹2.8 Cr | 620 ₹2.6 Cr | 795 ₹3.3 Cr | 710 ₹3.0 Cr | 590 ₹2.5 Cr |
| 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 | 41,782.4 | Sqm | 477 ₹2.0 Cr | 480 ₹2.0 Cr | 650 ₹2.7 Cr | 610 ₹2.5 Cr | 459 ₹1.9 Cr |
| 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 | 41,782.4 | Sqm | 33 ₹13.8 L | 46 ₹19.2 L | 60 ₹25.1 L | 40 ₹16.7 L | 49 ₹20.5 L |
| 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 | 83,564.8 | Sqm | 24 ₹20.1 L | 26 ₹21.7 L | 25 ₹20.9 L | 35 ₹29.2 L | 49 ₹40.9 L |
| 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 | 2,067 | Sqm | 550 ₹11.4 L | 550 ₹11.4 L | 650 ₹13.4 L | 500 ₹10.3 L | 649 ₹13.4 L |
| 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. | 993 | Sqm | 550 ₹5.5 L | 380 ₹3.8 L | 300 ₹3.0 L | 320 ₹3.2 L | 200 ₹2.0 L |
| 2.00PART-II SURFACING WORKS BETWEEN BETWEEN KM 65.00 TO KM 72.00 (ALTITUDE - 3301 to 3900 Mtr) | ||||||||
| 2.01 | 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 | 1,12,643.3 | Sqm | 150 ₹1.7 Cr | 159 ₹1.8 Cr | 250 ₹2.8 Cr | 295 ₹3.3 Cr | 174 ₹2.0 Cr |
Tender Value
₹24 Cr
EMD Value
₹15 L
Closing Date
18 Jan 2025, 4:00 pmClosed
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103
PROVIDING AND LAYING OF WET MIX MACADAM 75 MM THICK DBM 60 MM THICK WITH APPLYING PRIME COAT AND TACK COAT OVER WMM SURAFCE AND LAYING 40 MM THICK BC OVER DBM AND APPLYING 2.50 MM THICK THERMOPLASTIC PAINT AND INSTALLING ROAD STUD 100X100 MM BETWEEN
2024_BRO_689318_1
CE (P) YJK - 06 of 2024-25
Open Tender
Civil Works - Roads
540 days
KM 57.00 to 72.00 on NPD Road
As per Tender Document
8 documents required · 8 mandatory
₹0
₹15 L
Yes
14 Jan 2026
19 Dec 2024
20 Jan 2025
19 Dec 2024
18 Jan 2025
2 Jan 2025
20 Dec 2024 - 30 Dec 2024
Amount
PART-I SURFACING WORKS BETWEEN BETWEEN KM 57.00 TO KM 65.00 (ALTITUDE - 3001 to 3900 Mtr)
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
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
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
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
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
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
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.
PART-II SURFACING WORKS BETWEEN BETWEEN KM 65.00 TO KM 72.00 (ALTITUDE - 3301 to 3900 Mtr)
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
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
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
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
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
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
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.
NEW JEHLUM CONSTRUCTION CO. (BID ID -3213884)
M/S MASOOD AHMED CONTRACTOR (BID ID -3216017)
Brahmaputra infrastructure Ltd. (BID ID -3217869)
M/S SANJEEV KUMAR GOYAL CONTRACTOR (BID ID -3217088)
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