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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.3 CrAccepted-Finance | ₹5.3 Cr | L-1 | Accepted-Finance Admitted |
| Sl No | Description | Qty | Unit | Charanjit Singh Cheema Contractor L1 |
|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegitation grass ,bushes shrubs scaping and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unservice able material | 1.32 | Hec | 15,393 ₹20,318.76 |
| 2.00 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
i. Girth above 900 mm to 1800 mm | 20 | each | 1,083 ₹21,660 |
| 3.00 | ii. Girth above 1800 mm to 2700 mm | 33 | each | 2,124 ₹70,092 |
| 4.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2,983.16 | Cum | 33 ₹98,444.28 |
| 5.00 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 | 2,983.16 | Cum | 26 ₹77,562.16 |
| 6.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 05 kms as per Technical Specification clause 301.5 | 5,929.17 | Cum | 255 ₹15.1 L |
| 7.00 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 8,875.5 | Sqm | 7 ₹62,128.50 |
| 8.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 | 2,801.55 | Cum | 267 ₹7.5 L |
| 9.00 | Loosing, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4 | 5,747.74 | Sqm | 11 ₹63,225.14 |
| 10.00 | Providing and laying brick on end edging after removal of existing brick edging complete as per specifications. | 7,380 | p.mtr | 74 ₹5.5 L |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
11 May 2026, 11:00 amClosed
Executive Engineer, Provincial Division,PWD ASR.
Executive Engineer, Provincial Division,PWD ASR.
Upgradation of Link Road Bal Sarai to Butala Via Gaziwal in Distt Amritsar PMGSY Sheme Package PB-01-176
2026_PWDBR_147418_2
EE/PD/ASR/02 dated29.04.2026
Open Tender
Civil Works - Roads
450 days
Rayya
Please refer Tender documents.
23 documents required · 23 mandatory
₹30,000
Executive Engineer
₹10.8 L
Yes
29 May 2026
30 Apr 2026
11 May 2026
30 Apr 2026
11 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegitation grass ,bushes shrubs scaping and trees of girth upto 300 mm removal of stumps of such trees cut earlier and disposal of unservice able material | 1.32 | Hec | - | - | Item2 |
| 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
i. Girth above 900 mm to 1800 mm | 20 | each | - | - | Item3 |
| 3 | ii. Girth above 1800 mm to 2700 mm | 33 | each | - | - | Item4 |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2,983.16 | Cum | - | - | Item5 |
| 5 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5 | 2,983.16 | Cum | - | - | Item6 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 05 kms as per Technical Specification clause 301.5 | 5,929.17 | Cum | - | - | Item7 |
| 7 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 8,875.5 | Sqm | - | - | Item8 |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 | 2,801.55 | Cum | - | - | Item9 |
| 9 | Loosing, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4 | 5,747.74 | Sqm | - | - | Item10 |
| 10 | Providing and laying brick on end edging after removal of existing brick edging complete as per specifications. | 7,380 | p.mtr | - | - | Item11 |
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