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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -2.25% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copies not submitted within the stipulated date and time |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
21 May 2026, 5:00 pmClosed
Superintending Engineer
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE, Z.P.COMPOUND, VISAKHAPATNAM
Package No AP26PVTLSB024 Construction of High Level Bridge at 5/250 km on Thurubongula to Kilumulu via Karakapalli Goppugudi in Chinthapalli Mandal of ASR District Est. Cost Rs. 339.41Lakhs Mtc. Cost Rs. 8.49 Lakhs
2026_ENCPR_147520_1
13/2026-27, PMGSY-PM JANMAN Batch-I (2025-26)Bridges/SE,PR,VSP dt 02.05.2026 of SE,PR,VSP(2nd call)
Open Tender
Civil - Roads and Bridges
365 days
Kilumulu via Karakapalli Goppugudi in Chinthapalli
AS PER SBD
3 documents required · 3 mandatory
₹0
₹3.9 L
OFFICE OF THE SUPERINTENDING ENGINEER, PR CIRCLE,
20 Jun 2026
8 May 2026
25 May 2026
8 May 2026
21 May 2026
8 May 2026
8 May 2026 - 21 May 2026
12 May 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 AP26PVTLSB024-Construction of High Level Bridge at 5/250 km on Thurubongula to Kilumulu via Karakapalli, Goppugudi in Chinthapalli Mandal of ASR District | - | - | - | - |
Const .of 4V- 10.37 m span Bridge | - | - | - | - | |
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 contractors profit & Over head charges, but excluding GST etc., complete- For Foundations------up to 3.00 m height | 680 | Cum | 133 | ₹90,440 | |
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 contractors profit & Over head charges, but excluding GST etc., complete- For Foundations------3.00m to 6.00m height | 51 | Cum | 152 | ₹7,752 | |
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-----Ordinary rock - SDR (not requiring blasting) including dewatering | 398 | Cum | 177 | ₹70,446 | |
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 | 35 | Cum | 6,660 | ₹2,33,100 | |
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure excluding reinforcement 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 Steel GST and seigniorage etc., complete for Foundation ----- For Footings of Abutments | 218 | Cum | 9,070 | ₹19,77,260 | |
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 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- ----- For Footings of Piers | 89 | Cum | 8,600 | ₹7,65,400 | |
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete excluding reinforcement 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 Steel ,GST and seigniorage etc., complete -- ----- For Sub structure of Abutments & Return Walls up to 5.00m Height | 178 | Cum | 9,620 | ₹17,12,360 | |
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 Sub structure of Piers upto 5.00m Height | 172 | Cum | 9,090 | ₹15,63,480 |
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