NIT No.09/2026-27, Dt.20.04.2026 of the Engineer-in-Chief, Panchayatraj, Vijayawada (1st call).

Package No.AP16 P III LSB 01-Construction of HLB across Paleru River at km 6/0 to 6/4 on T05-Km 28 Oollapalem Vemulapadu road to VKK road via Muppalla in Ponnaluru Mandal of Prakasam District, Est Cost Rs.2783.50+Rs.69.60 Lakhs for Routine Maintenance.

Construction of 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, excluding GST and Seigneorage etc., complete in Oridinary soils up to 3 m depth including dewatering For Bridge of beam and slab type.

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification 1205.3 of MORD and 1204, 1900 MORTH including overhead charges & Contractors profit but excluding GST etc, complete. For Bridge of beam and slab type. 2 No's of MS angles Abutment (100mmx100mmx12mm + 1 No. 200mm x 10mm plate ( 2*17.7+15.7=51.10 Kg) Pier (100mmx100mmx10mm + 1 No. 200mm x 10mm plate ( 2*14.9+15.7=45.5 Kg)

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1205 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete For Well Curb. For Bridge of beam and slab type.

Sinking of 7.00 m external diameter well (other than pneumatic method of sinking ) through sandy soils, complete as per drawing and technical specifications 1205.7 of MORD and 1207 MORTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Depth below bed level upto 3.0 M For Bridge of beam and slab type.

Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 3m upto 10m depth For Bridge of beam and slab type.

Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 10m upto 11m depth For Bridge of beam and slab type.

Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 11m upto 12m depth For Bridge of beam and slab type.

Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 12m upto 13m depth For Bridge of beam and slab type.

Sinking of 7.00m external diameter well (other than pneumatic method of sinking) through sandy soils, complete as per drawing and technical specifications clause 1205.7 of MORD and 1207 MoRTH. Depth of sinking is reckoned from bed level including overhead charges & Contractors profit but excluding GST etc, complete. Beyond 13m upto 14m depth For Bridge of beam and slab type.