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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
27 Aug 2026, 5:00 pmClosed
Superintending Engineer
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE, Z.P.COMPOUND, VISAKHAPATNAM
Package No AP26PIVLSB002 L037 Construction of Bridge at 3 by 700 Km on the road from Mettavalasa to Onukonda of Ananthagiri Mandal of Alluri Sitharamaraju District, Est.Cost.Rs.280.00 Lakhs Rs.7.00 Lakhs for Routine Maintenance.
2026_ENCPR_149101_1
160/2026-27,Dt.07.08.2026 of the Engineer-in-Chief, PR, PMGSY, Vijayawada
Open Tender
Civil Works - Bridge Construction
Percentage
365 days
Ananthagiri
As per SBD
3 documents required · 3 mandatory
₹0
₹3.9 L
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE,V
1 Sept 2026
13 Aug 2026
1 Sept 2026
13 Aug 2026
27 Aug 2026
13 Aug 2026
13 Aug 2026 - 27 Aug 2026
17 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Package No: AP26PIVLSB002-L037-Construction of Bridge at 3/700 Km on the road from Mettavalasa to Onukonda of Ananthagiri Mandal | - | - | - | - |
| - | Bridge portion | - | - | - | - |
| - | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations upto 3.0m depth Ordinary soil Upto 3 m depth (including dewatering) | 717 | Cum | 141 | ₹1,01,097 |
| - | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including dewatering, contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations - 3.0m to 6.0 m depth | 494 | Cum | 161 | ₹79,534 |
| - | Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course | 36 | Cum | 6,140 | ₹2,21,040 |
| - | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - Return walls foundation | 81 | Cum | 8,300 | ₹6,72,300 |
| - | Plain cement concrete M 20 grade (Design mix) using 40, 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & Piers foundations | 179 | Cum | 7,820 | ₹13,99,780 |
| - | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding cost of reinforcement, GST and seigniorage etc., complete- For Return walls - (upto 5m height) | 180 | Cum | 8,800 | ₹15,84,000 |
| - | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding cost of reinforcement, GST and seigniorage etc., complete - For Return walls ( 5 to 10m height) | 21 | Cum | 9,090 | ₹1,90,890 |
| - | Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Abutments & Piers sub structure upto 5.0m height | 242 | Cum | 8,280 | ₹20,03,760 |
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