Transmission Corporation Of Andhra Pradesh Limited Tender

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Laying of Cement Concrete (1:4:8) mix using 40mm size HBG Machine crushed metal for foundations including cost and conveyance of all materials at all leads and lifts, ramming, consolidating, curing etc,complete. for finished item of work as per directions of the Engineer-in-charge.

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Filling around the foundation / inside the rivetment walls if required where ever necessary with suitable borrowed earth other than clayey soils for filling as per the standard specifications of APDSS in uniform horizontal layers (0.15) including cost and conveyance of all materials, watering and ramming, tools & tackles, all labour charges, all leads & lifts etc, complete for finished item of work as per the directions of the Engineer-in-charge.

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Laying of Reinforced Cement Concrete (RCC) M- 20 Nominal mix (Cement 400 kgs ) using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all operational, incidental and labour charges such as machine mixing, laying concrete, curing and centering, dewatering arrangements of the pits before and during the process of laying concrete, etc.,complete but excluding cost of steel and its fabrication charges for finished item of work as directed by the Engineer in charge.(cement 400 kg , sand 0.45 cum and metal 0.90 cum)

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) (Fe 500/ 500D/550D) grade as per IS 1786-1979) of TISCO/ SAIL/ VSP/Jindal make, different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors as per the directions of the Engineer-in-charge.( APSS No.126) (LINE WORK)

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Laying of Plain Cement concrete (PCC) - Nominal Mix (1:3:6) with 12 to 20mm HBG metal over RR wall with necessary form work including cost and conveyance of all materials, labour charges, curing and water charges, tools and tackles, all leads & lifts etc., complete for finished item of work as per directions of the Engineer-in-charge. (IS-456)

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Earthwork excavation in all types of soils (upto stone matrix) which can be excavated manually with pick axe and crow bars and don't require blasting in all conditions such as dry, wet, slushy etc., covering initial lead and lift etc., including backfilling, watering, compacting as per standard specification and disposing of surplus earth within site (up to 1KM lead) complete as per directions of Engineer in charge at site for finished item of work.

Construction of RCCretaining wall at LocNo 10 TSPA type tower of 220KVShapurnagar Miyapur Gachibowli;Earthwork excavation in all types of soils (upto stone matrix) which can be excavated mechanically and don't require blasting in all conditions such as dry, wet, slushy etc., covering initial lead and lift etc., including backfilling, watering, compacting as per standard specification and disposing of surplus earth within site (up to 1KM lead) complete as per directions of Engineer in charge at site for finished item of work.