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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance 12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.6 CrAdmitted-Finance | ₹6.6 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S. GAANESHKARTIKEY CONSTRUCTION PRIVATE LIMITED L1 | Associated Engineers L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 2.4 | Hect. | 24,500 ₹58,800 | 27,500 ₹66,000 |
| 2.00 | Dismentling of Existing Brick Edging complete in all respect. as per CSR - 8.5 (i) | 176.97 | CUM (Cubic Metre) | 142.5 ₹25,218 | 175 ₹30,970 |
| 3.00 | Bricks (3rd Class) received after dismentling | 25,936.94 | Each | 2.5 -₹64,842 | 2 -₹51,874 |
| 4.00 | Brick bats | 208.49 | CUM (Cubic Metre) | 475 -₹99,033 | 3 -₹625 |
| 5.00 | Dismantling of flexible pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.Dismentling by scarify whole area in Raising & Reconstruction portion | 2,634.28 | CUM (Cubic Metre) | 237.5 ₹6.3 L | 282 ₹7.4 L |
| 6.00 | Brick Work | 200 | CUM (Cubic Metre) | 142.5 ₹28,500 | 165 ₹33,000 |
| 7.00 | Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302 | 5,571.5 | CUM (Cubic Metre) | 24.7 ₹1.4 L | 28 ₹1.6 L |
| 8.00 | Loosening, Levelling and Compacting original ground supporting embankement to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve, minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specifications Clause 301.4.1 | 5,052.65 | CUM (Cubic Metre) | 27.55 ₹1.4 L | 30 ₹1.5 L |
| 9.00 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5 | 5,571.5 | CUM (Cubic Metre) | 36.1 ₹2.0 L | 42 ₹2.3 L |
| 10.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 3,067.85 | CUM (Cubic Metre) | 351.5 ₹10.8 L | 415 ₹12.7 L |
Tender Value
Refer Docs
EMD Value
₹10.2 L
Closing Date
12 May 2026, 4:00 pmClosed
Executive Engineer Civil PMB
Amritsar
Up-gradation of Gaggomahal to Dialpur via Abusaid Nanoke (Chamiari Sudhar Road) (MRL-03) From KM 0.000 to KM 5.800 under PMGSY-III (Batch-III), Block Ajnala, Distt. Amritsar. (Pkg No. PB01161)
2026_AGRI_147400_1
7 of 2026 (Nano Tech)
Open Tender
Civil Works - Roads
450 days
Amritsar
Refer Tender Notice
9 documents required · 9 mandatory
₹30,000
Executive Engineer (C) Punjab Mandi Board
₹10.2 L
Yes
2 Jun 2026
28 Apr 2026
13 May 2026
28 Apr 2026
12 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 2.4 | Hect. | 111.39 | ₹267.34 | - |
| 2 | Dismentling of Existing Brick Edging complete in all respect. as per CSR - 8.5 (i) | 176.97 | CUM (Cubic Metre) | 111.39 | ₹19,712.69 | - |
| 3 | Bricks (3rd Class) received after dismentling | 25,936.94 | Each | -2,500 | - | - |
| 4 | Brick bats | 208.49 | CUM (Cubic Metre) | -2,500 | - | - |
| 5 | Dismantling of flexible pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.Dismentling by scarify whole area in Raising & Reconstruction portion | 2,634.29 | CUM (Cubic Metre) | 111.39 | ₹2,93,433.01 | - |
| 6 | Brick Work | 200 | CUM (Cubic Metre) | 55.74 | ₹11,148 | - |
| 7 | Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302 | 5,571.5 | CUM (Cubic Metre) | 459.3 | ₹25,58,989.95 | - |
| 8 | Loosening, Levelling and Compacting original ground supporting embankement to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve, minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specifications Clause 301.4.1 | 5,052.65 | CUM (Cubic Metre) | 1,629.91 | ₹82,35,364.76 | - |
| 9 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5 | 5,571.5 | CUM (Cubic Metre) | 2,079.02 | ₹1,15,83,259.93 | - |
| 10 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 3,067.85 | CUM (Cubic Metre) | 2,187.55 | ₹67,11,075.27 | - |
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