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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 CrAccepted-Finance DIRBA MANDI | ₹21.9 Cr | L1 | Accepted-Finance As per site |
| 2 | L2₹22.4 CrAccepted-Finance | ₹22.4 Cr | L2 | Accepted-Finance As per site |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | B S Builders L1 | MOHINDER SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00UPGRADATION OF LUDHIANA - MALERKOTLA (SH-11) ROAD TO MALERKOTLA JARG ROAD BALEWAL SAROUD ( T-14) UNDER PMGSY - III (BATCH - III) Package PB 17313 | |||||
| 2.00Clearing and GB13:B112rubbing Road Land | |||||
| 3.00 | 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. | 1.08 | Hect. | 15,000 ₹16,200 | 22,000 ₹23,760 |
| 4.00 | Dismentling of Existing Brick Edging complete in all respect. | 91.59 | Cum | 200 ₹18,318 | 130 ₹11,906.70 |
| 5.00 | 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 | 1,015.65 | Cum | 200 ₹2.0 L | 250 ₹2.5 L |
| 6.00 | 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. | 9,089 | sq.m. | 7 ₹63,623 | 50 ₹4.5 L |
| 7.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302. | 3,059.27 | cu.m. | 25 ₹76,481.75 | 26 ₹79,541.02 |
| 8.00 | Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 | 3,059.27 | cu.m. | 25 ₹76,481.75 | 90 ₹2.8 L |
| 9.00 | Supply of earth approved material ( P.I. should be less than 6 ) obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per Technical Specification Clause 301.5 | 1,086.07 | cu.m. | 200 -₹2,17,214 | 300 -₹3,25,821 |
| 10.00 | 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 10.00 kms as per Technical Specification clause 301.5 | 1,102.88 | cu.m. | 225 ₹2.5 L | 300 ₹3.3 L |
Tender Value
₹22.8 Cr
EMD Value
₹45.6 L
Closing Date
13 Apr 2026, 1:00 pmClosed
Executive Engineer
O/O Executive Engineer Construction Division PWD B and R Malerkotla
Upgradation of Various Roads in Block Patran and Malerkotla I, II under PMGSY-III (Batch-III) with FDR Technology Package No. PB-15325, PB-17313, PB-17315
2026_PWDBR_147119_1
Bid notice no 36 dated 20.03.2026
Open Tender
Civil Works - Roads
450 days
Malerkotla and Patiala
Please refer Tender documents.
18 documents required · 18 mandatory
₹50,000
EXECUTIVE ENGINEER Construction Division PWD BandR
₹45.6 L
Malerkotla
21 May 2026
28 Mar 2026
15 Apr 2026
28 Mar 2026
13 Apr 2026
28 Mar 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1UPGRADATION OF LUDHIANA - MALERKOTLA (SH-11) ROAD TO MALERKOTLA JARG ROAD BALEWAL SAROUD ( T-14) UNDER PMGSY - III (BATCH - III) Package PB 17313 | |||||
| 2Clearing and GB13:B112rubbing Road Land | |||||
| 3Clearing 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. | |||||
| 4Dismentling of Existing Brick Edging complete in all respect. | |||||
| 5Dismantling 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 | |||||
| 6Scarifying 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. | |||||
| 7Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302. | |||||
| 8Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 | |||||
| 9Supply of earth approved material ( P.I. should be less than 6 ) obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per Technical Specification Clause 301.5 | |||||
| 10Construction 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 10.00 kms as per Technical Specification clause 301.5 | |||||
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