Providing CCdrain from G.P. office to Pakshulabeedu in Kuchipudi Gram Panchayat of Movva Mandal

Earth work exacavation for structures in ordinary soils as per drawing and technical specifications, removal of stumps and other deletarious material and disposal up to a lead of 50 m, dressing of sodes and bottom and backfilling in trnches with excavated suitable metirial asper technical specification including all incidental charges i.e baillng out water etc including overhead charges& contractor profit but excluding GST& Seignorage charges.

Sand filling in foundation including cost and conveyances of all materials and all labour charges for filling including watering and ramming etc complete

Construction of Plain cement concrete (1:3:6) Open Drain as per design with 40-20mm HG grade cement or any other type as per clause 1501.22 Nominal Mix of CC (1:3:6), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate 60% of 40 mm HBG metal and 40% of 20 mm HBG metal mixed in a concrete mixer of not less than 0.2cum capacity and using approved nominal mix, laid in approved fixed side form work , spreading the concrete with shovels, rakes, s and finished, curing of CC Drain for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 excluding seignorage charges. for cc drain bed concrete

Construction of Plain cement concrete Open Drain as per design with 20-10MM grade cement or any other type as per clause 1501.22 Nominal Mix of VRCC (1:2:4), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate using 60% of 20 mm HBG metal and 40% of 10 mm HBG metal , mixed in a concrete mixer of not less than 0.2cum capacity and using approved nominal mix, laid in approved fixed side form work for centering of Drain wall on both sides , spreading the concrete with shovels, rakes, compacted using Needle vibrators and finished, curing of CC Drain for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 excluding seignorage charges. for RCC Drains Raft Concrete various thickness

Construction of Plain cement concrete Open Drain as per design with 20-10MM grade cement or any other type as per clause 1501.22 Nominal Mix of VRCC (1:2:4), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate using 60% of 20 mm HBG metal and 40% of 10 mm HBG metal , mixed in a concrete mixer of not less than 0.2cum capacity and using approved nominal mix, laid in approved fixed side form work for centering of Drain wall on both sides , spreading the concrete with shovels, rakes, compacted using Needle vibrators and finished, curing of CC Drain for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 excluding seignorage charges. for RCC Drains Side wall various thickness.

Cutting open CCroad surface with concrete saw cutter and removal with breaker including all charges etc complete

High Yiels Strength Deformed (HYSD) steel bars Fe-500 grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straighting,cutting, bending to required sizes and shapes ,placing in position with cover blocks of approved materials and size tying and lap -splicing with binding wire of 18 SWG, forming grills for reinforcedment 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 incidential,operational,labour charges such as cutting,bending,placing in position,tying including soverhead charges & contractors profit,including GST and other taxes on all materials etc., complete for finished item of work in all floors

Construction of Reinforced cement concrete for cover slabs to Open Drain as per design with 43 grade cement or any other type as per clause 1501.22 Nominal Mix of V RCC (1:2:4), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate using 60% of 20 mm HBG metal and 40% of 10 mm HBG metal, mixed in a concrete mixer of not less than 0.2cum capacity and using approved nominal mix, laid in approved fixed side form work , spreading the concrete with shovels, rakes, compacted using 40 mm Needle vibrators and finished, curing of CC Drain for 14 days, and water finishing to lines and grade as per drawing and technical specification clause 1501.22 excluding seignorage charges. for Cover slabs

Bailing out water from drain trenches with oil driven pumpsets, including hire charges, fuel charges for driver & helper etc. complete for 5.00 HP Diesel Pump