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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.4 CrAccepted-AOC GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹12.4 Cr | 1 | Accepted-AOC Quoted rates found L1 |
| 2 | 2₹14.2 CrRejected-Finance | ₹14.2 Cr | 2 | Rejected-Finance Quoted rate higher than L1 Bidder |
| 3 | 3₹15.5 CrRejected-Finance | ₹15.5 Cr | 3 | Rejected-Finance Quoted rate higher than L1 Bidder |
| 4 | 4₹17.4 CrRejected-Finance BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹17.4 Cr | 4 | Rejected-Finance Quoted rate higher than L1 Bidder |
| 5 | 5₹18.5 CrRejected-Finance 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU J K 180004 | JAMMU | JAMMU AND KASHMIR | 180004 | ₹18.5 Cr | 5 | Rejected-Finance Quoted rate higher than L1 Bidder |
| Sl No | Description | Qty | Unit | NEW JEHLUM CONSTRUCTION CO. L2 | M/s Purbanchal Suppliers and Contractors L4 | M/S SHIVAM BUILD CON ASSOCIATES L5 | TSERING TUNDUP L3 | Taru Enterprises Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00PART – I SURFACING WORKS BETWEEN KM 44.550 TO 52.000 (ALTITUDE -3001 to 3301 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 | 97,268.85 | Sqm | 130 ₹1.3 Cr | 201 ₹2.0 Cr | 372 ₹3.6 Cr | 153 ₹1.5 Cr | 159 ₹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 | 46,635.75 | Sqm | 690 ₹3.2 Cr | 801 ₹3.7 Cr | 720 ₹3.4 Cr | 719 ₹3.4 Cr | 580 ₹2.7 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 | 46,635.75 | Sqm | 590 ₹2.8 Cr | 701 ₹3.3 Cr | 570 ₹2.7 Cr | 570 ₹2.7 Cr | 420 ₹2.0 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 | 46,635.75 | Sqm | 45 ₹21.0 L | 47 ₹21.9 L | 35 ₹16.3 L | 63 ₹29.4 L | 46 ₹21.5 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 | 93,271.5 | Sqm | 22 ₹20.5 L | 23 ₹21.5 L | 23 ₹21.5 L | 47 ₹43.8 L | 23 ₹21.5 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 | 1,988.52 | Sqm | 550 ₹10.9 L | 551 ₹11.0 L | 465 ₹9.2 L | 777 ₹15.5 L | 500 ₹9.9 L |
| 1.07 | 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 and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge/ OC Contract | 1,058 | Nos | 540 ₹5.7 L | 571 ₹6.0 L | 465 ₹4.9 L | 957 ₹10.1 L | 350 ₹3.7 L |
| 2.00PART – II SURFACING WORKS BETWEEN KM 52.00 TO 57.000 (ALTITUDE -3001 to 3301 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 | 79,837.5 | Sqm | 130 ₹1.0 Cr | 201 ₹1.6 Cr | 372 ₹3.0 Cr | 153 ₹1.2 Cr | 159 ₹1.3 Cr |
Tender Value
₹20.9 Cr
EMD Value
₹13.7 L
Closing Date
16 Dec 2023, 6:00 pmClosed
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103.
P AND LAYING AND COMPACTION OF SURFACING WORKS COMPRISING OF WMM LAYERS OF 75 MM PRIME COAT, TACK COAT, DBM 60 MM, BC 40 MM AND ROAD MARKING AS PER SCHEDULE A BETWEEN KM 44.555 TO KM 57 ON NIMMU-PADAM-DARCHA ROAD UNDER 114 RCC/13 TF OF (P) YOJAK
2023_BRO_629531_1
CE (P) YJK - 07 of 2023-24
Open Tender
Civil Works - Roads
365 days
KM 44.555 to KM 52.000 and 52.000 to 57.000
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹13.7 L
Chief Engineer Project Yojak
15 Jan 2026
23 Nov 2023
18 Dec 2023
23 Nov 2023
16 Dec 2023
1 Dec 2023
24 Nov 2023 - 1 Dec 2023
30 Nov 2023
Amount
PART – I SURFACING WORKS BETWEEN KM 44.550 TO 52.000 (ALTITUDE -3001 to 3301 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
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, 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 and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge/ OC Contract
PART – II SURFACING WORKS BETWEEN KM 52.00 TO 57.000 (ALTITUDE -3001 to 3301 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
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, 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 and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge/ OC Contract
NEW JEHLUM CONSTRUCTION CO.
TSERING TUNDUP
M/s Purbanchal Suppliers and Contractors
M/S SHIVAM BUILD CON ASSOCIATES
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