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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC Quoted rates found L1 |
| 2 | L2₹2.0 Cr+₹9.6 L (5.06%)Rejected-Finance | ₹2.0 Cr+₹9.6 L (5.06%) | L2 | Rejected-Finance Quoted rate is higher than L1 |
| Sl No | Description | Qty | Unit | M/S MASOOD AHMED CONTRACTOR L1 | MOHD HANIEF SHAN L2 |
|---|---|---|---|---|---|
| 1.00Const works at Km 152.00 on NPD Road (ALTITUDE - 3301 to 3600 Mtr) | |||||
| 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 a 30 mtr clause 305 MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch 'A' and as directed and approved by Engingineer-in Charge. | 8,037.5 | Sqm | 260 ₹20,89,750 | 50 ₹4,01,875 Lowest |
| 1.02 | GSB 10 cm thick (compacted) with stone aggregate conforming to grading No I as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and MORT&H Specification for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch 'A' and as directed and approved by Engingineer-in Charge. | 8,037.5 | Sqm | 260 ₹20,89,750 Lowest | 350 ₹28,13,125 |
| 1.03 | 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 | 13,375 | Sqm | 260 ₹34,77,500 Lowest | 480 ₹64,20,000 |
| 1.04 | Providing laying & compaction of 50 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 | 6,237.5 | Sqm | 770 ₹48,02,875 | 750 ₹46,78,125 Lowest |
| 1.05 | Providing, laying & compaction of Bituminous Concrete 30 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 | 6,237.5 | Sqm | 660 ₹41,16,750 Lowest | 700 ₹43,66,250 |
| 1.06 | 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 | 6,687.5 | Sqm | 128 ₹8,56,000 | 60 ₹4,01,250 Lowest |
| 1.07 | 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 | 12,475 | Sqm | 125 ₹15,59,375 | 70 ₹8,73,250 Lowest |
Tender Value
₹2.1 Cr
EMD Value
₹3.0 L
Closing Date
17 Jul 2025, 6:00 pmClosed
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103
Construction of 1.500 km internal road in 13 BRTF and allied units on Nimmu Padam Darcha road at km 152.00 under Project Yojak in Ladakh
2025_BRO_714679_1
CE (P) YJK/04/2025-26
Open Tender
Civil Works
Item Rate
180 days
126 RCC 13 BRTF NPD Road
As per Tender Document
8 documents required · 8 mandatory
₹0
₹3.0 L
Yes
HQ CE Project Yojak
14 Jan 2026
14 Jun 2025
19 Jul 2025
14 Jun 2025
17 Jul 2025
2 Jul 2025
17 Jun 2025 - 27 Jun 2025
25 Jun 2025
Amount
Const works at Km 152.00 on NPD Road (ALTITUDE - 3301 to 3600 Mtr)
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 a 30 mtr clause 305 MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch 'A' and as directed and approved by Engingineer-in Charge.
GSB 10 cm thick (compacted) with stone aggregate conforming to grading No I as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and MORT&H Specification for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch 'A' and as directed and approved by Engingineer-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 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 50 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 30 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
MOHD HANIEF SHAN (BID ID -3360447)
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