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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance 263 URBAN ESTATE PHASE 2 BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bhullar Constructions L1 | SIDHARTHA CONSTRUCTION CO L2 |
|---|---|---|---|---|---|
| 1.00Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) by machenical means | |||||
| 2.00 | a) up to 3 mtr. Depth | 296.69 | Cum | 139 ₹41,239.91 | 138 ₹40,943.22 |
| 3.00 | b) 3 m to 6 m depth | 196.22 | Cum | 154 ₹30,217.88 | 151 ₹29,629.22 |
| 4.00 | Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) , excluding steel reinforcement complete as per Drawing and Technical Specification.MORT&H Clause 1100 & 1700 | 334.35 | Mtr. | 13,421 ₹44.9 L | 13,300 ₹44.5 L |
| 5.00 | Providing and laying of PCC M10 (1:3:6) levelling course 100mm thick below the pile cap.Clause 800, 1200 | 7.07 | Cum | 3,970 ₹28,067.90 | 3,900 ₹27,573 |
| 6.00 | Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications section 1200,1500 & 1700. | 150.98 | Cum | 4,720 ₹7.1 L | 4,790 ₹7.2 L |
| 7.00 | Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. .MORT&H Clause 1500, 1700 & 2200 | 105.72 | Cum | 5,025 ₹5.3 L | 5,000 ₹5.3 L |
| 8.00 | Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm complete as per drawing and Technical Specification. Clause 1200 | 38.18 | Cum | 1,828 ₹69,793.04 | 1,800 ₹68,724 |
| 9.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 198.93 | Cum | 1,884 ₹3.7 L | 2,421 ₹4.8 L |
| 10.00 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 53.14 | Mtr. | 232 ₹12,328.48 | 300 ₹15,942 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
1 Apr 2026, 1:00 pmClosed
Executive Engineer Provincial Division Amritsar
Executive Engineer Provincial Division Amritsar
Construction of High Level Bridge 2 span each effective over Mattewal Drain on Mattewal to Bhilowal via Kidowal Panwan including approaches PMGSY Package 172 A
2026_PWDBR_147063_3
EE/PD/Asr/97 dated 20.03.2026
Open Tender
Civil Works - Bridge Construction
365 days
Amritsar
Please refer Tender documents.
22 documents required · 22 mandatory
₹20,000
₹3.6 L
22 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) by machenical means | - | - | - | - | Item1 | |
a) up to 3 mtr. Depth | - | Cum | - | - | Item2 | |
b) 3 m to 6 m depth | - | Cum | - | - | Item3 | |
Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) , excluding steel reinforcement complete as per Drawing and Technical Specification.MORT&H Clause 1100 & 1700 | - | Mtr. | - | - | Item4 | |
Providing and laying of PCC M10 (1:3:6) levelling course 100mm thick below the pile cap.Clause 800, 1200 | - | Cum | - | - | Item5 | |
Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications section 1200,1500 & 1700. | - | Cum | - | - | Item6 | |
Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. .MORT&H Clause 1500, 1700 & 2200 | - | Cum | - | - | Item7 | |
Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm complete as per drawing and Technical Specification. Clause 1200 | - | Cum | - | - | Item8 | |
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | - | Cum | - | - | Item9 | |
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | - | Mtr. | - | - | Item10 |
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