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Reconstruction of culverts on Malpe - Molakalmuru road SH-65 at Ch 237.50 km in Kariganuru cross and Maintenance of kukkuwada bridge at Ch 240.20 km and Repairs to culvert at Ch 276.50 Km in Anaji village limit in davanagere taluk.(Reserved for SC category)
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works fro...
Project for construction of box culvert in place of Foot Bridge constructed at Km 44.678 of Jais Rajbaha in Pratapgarh district under Sharda Sahayak Khand-41, Amethi.
Centering & Shuttering for R.C.C. work including cost of materials for T-beam & slab, bridges, syphon and aqueduct up to 10m span and 5m. Staging.
CONSTRUCTION OF C.C. ROAD FROM BUS STAND TO KUSUMBI ROAD UPTO KOLAR RIVER BRIDGE ROAD VR-134 AT TAKLI BHANSALI TALUKA SAONER DISTRICT NAGPUR
CONSTRUCTION OF CC ROAD FROM BUS STAND TO KUSUMBI ROAD UPTO KOLAR RIVER BRIDGE ROAD VR-134 AT TAKLI BHANSALI TALUKA SAONER DISTRICT NAGPUR
CE/EAP/ARRBP/OCB/Bridge1/Dima Hasao/09 Construction of Bridge in Dima Hasao District i) i) Br.No. 11/1 on Langting Mailoo Road
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. (B) Mechanical Means (II) With dewatering (i) Depth above 6m Br. No. 11/1 on Langting-Mailoo Road (Span 1 x 15)
Re-construction of 2 nos wooden bridge at Maninathpur, Patna over Padima Khal in G.P-Naipur, Block- Patashpur-I, P.S.- Patashpur Dist-Purba Medinipur.
Construction of both side Guard wall including earth filling at Foot bridge near Late Sudhir Das land at Govindapur-III under Gram Panchayat, Basantipur.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.