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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₹14.3 CrAccepted-AOC 2ND 3RD WZ92C RAJA GARDEN RING ROAD NEW DELHI 110 015 | NEW DELHI | WEST DELHI | DELHI | 110015 | L1 | Accepted-AOC Quoted rate found L1 | |
| 2 | L2₹16.1 Cr+₹1.8 Cr (12.3%)Rejected-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | L2 | Rejected-Finance Quoted rates found more than L1 | |
| 3 | L3₹19.8 Cr+₹5.5 Cr (38.3%)Rejected-Finance 366 GAINI ZAIL SINGH NAGAR ROPAR 140 001 PUNJAB | ROPAR | RUPNAGAR | PUNJAB | 140001 | L3 | Rejected-Finance Quoted rates found more than L1 |
| Sl No | Description | Qty | Unit | GARG & GARG CO H1 | chaudhary construction company private limited H2 | Spar Geo Infra Pvt Ltd H3 |
|---|---|---|---|---|---|---|
| 1.00PART – I Formation Works (ALTITUDE -3001 to 3301 mtr) | ||||||
| 1.01 | Rough Excavation in Soil/Soil mixed with small boulders getting out and disposing all excavated material lead upto 6m and upto 1.5 m deep (by machine) (For "Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.") as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 19,008 | Cum | 425 ₹80,78,400 | 250 ₹47,52,000 Lowest | 250 ₹47,52,000 Lowest |
| 1.02 | Disposal of Excavated earth with vehicle upto 5 KM initial lead and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,652.8 | Cum | 200 ₹13,30,560 | 70 ₹4,65,696 Lowest | 200 ₹13,30,560 |
| 1.03 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where cut and fill method is adopted. (1st Lift of 0 to 2.675 m) (For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (reinforced fill) {Available from excavated material, screened, meeting the specifications.}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 12,355.2 | Cum | 1,850 ₹2,28,57,120 | 450 ₹55,59,840 Lowest | 500 ₹61,77,600 |
| 1.04 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (2nd additional Lift of 1.5 m from 2.675m to 4.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage)as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 7,425 | Cum | 1,850 ₹1,37,36,250 | 450 ₹33,41,250 Lowest | 550 ₹40,83,750 |
| 1.05 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (3rd additional Lift of 1.5 m from 4.175m to 5.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the specifications}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,296.4 | Cum | 1,850 ₹1,16,48,340 | 450 ₹28,33,380 Lowest | 750 ₹47,22,300 |
| 1.06 | Earthwork in Embankment by filling with earth free from roots etc. spreading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in | 5,583.6 | Cum | 1,850 ₹1,03,29,660 | 450 ₹25,12,620 Lowest | 925 ₹51,64,830 |
| 1.07 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (5th additional Lift of 1.5 m from 7.175m to 8.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,900.5 | Cum | 1,850 ₹90,65,925 | 450 ₹22,05,225 Lowest | 1,000 ₹49,00,500 |
| 1.08 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (6th additional Lift of 1.5 m from 8.675m to 10.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,158 | Cum | 1,850 ₹76,92,300 | 450 ₹18,71,100 Lowest | 1,300 ₹54,05,400 |
| 1.09 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (7th additional Lift of 1.5 m from 10.175m to 11.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 3,534.3 | Cum | 1,850 ₹65,38,455 | 450 ₹15,90,435 Lowest | 1,500 ₹53,01,450 |
Tender Value
₹16.3 Cr
EMD Value
₹12.3 L
Closing Date
16 Dec 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103.
EXECUTION FOR PROVISIONING OF 270 M SNOW CATCH DAM AT KM 21.911 TO 22.181 ON D-S ROAD, I.E. ARSP OF PROPOSED 4.25 KM LONG SHINKUN LA TUNNEL UNDER 126 RCC 13 BRTF OF PROJECT YOJAK IN THE STATE OF HIMACHAL PRADESH INCLUDING DESIGN AND PROOF CHECKING
2024_BRO_681028_1
CE (P) YJK - 03 of 2024-25
Open Tender
Civil Works
Item Rate
540 days
AT KM 21.911 TO 22.181 ON D-S ROAD, I.E. ARSP OF P
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹12.3 L
Yes
HQ CE Project Yojak Near Solang Valley Manali Dist
14 Jan 2026
24 Oct 2024
17 Dec 2024
25 Oct 2024
16 Dec 2024
5 Nov 2024
25 Oct 2024 - 4 Nov 2024
2 Nov 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PART – I Formation Works (ALTITUDE -3001 to 3301 mtr) | |||||
| 1.01 | Rough Excavation in Soil/Soil mixed with small boulders getting out and disposing all excavated material lead upto 6m and upto 1.5 m deep (by machine) (For "Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.") as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 19,008 | Cum | - | - |
| 1.02 | Disposal of Excavated earth with vehicle upto 5 KM initial lead and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,652.8 | Cum | - | - |
| 1.03 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where cut and fill method is adopted. (1st Lift of 0 to 2.675 m) (For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (reinforced fill) {Available from excavated material, screened, meeting the specifications.}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 12,355.2 | Cum | - | - |
| 1.04 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (2nd additional Lift of 1.5 m from 2.675m to 4.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage)as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 7,425 | Cum | - | - |
| 1.05 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (3rd additional Lift of 1.5 m from 4.175m to 5.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the specifications}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,296.4 | Cum | - | - |
| 1.06 | Earthwork in Embankment by filling with earth free from roots etc. spreading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in | 5,583.6 | Cum | - | - |
| 1.07 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (5th additional Lift of 1.5 m from 7.175m to 8.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,900.5 | Cum | - | - |
| 1.08 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (6th additional Lift of 1.5 m from 8.675m to 10.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,158 | Cum | - | - |
| 1.09 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (7th additional Lift of 1.5 m from 10.175m to 11.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 3,534.3 | Cum | - | - |
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