Godavari Pushkaram 2027

Supply of Casurina Bazoos of size 50 mm to 100 mm dia, including cost and conveyance,labour charges for cutting,removing knots,sharpening and driving into ground not less than 1m depth at 0.5m interval including cost and conveyance of material as directed by the Engineer-in-charge

Fixing casurina posts and Bamboos in position to form a pie box for closing ,romoving knots ,sharpening one edge for driving the pile,driving the post vertically in position fixing casurina Bambooshorizontally to vertical posts including cost of binding wire ,nails,all labour charges and hire charges for equipment etc.,but excluding cost and conveyance of materials including cost and conveyance of material as directed by the Engineer-in-charge

Supply and fixing Bamboos 25 mm to 50 mm dia. Horizontal to piles and labour charges for tieing with Binding wire and nails etc., complete 0.2m interval including cost and conveyance of material as directed by the Engineer-in-charge

Supply and fixing bamboo mat with 1/4" double thick and fixing to posts including cost and conveyance to site nail and binding wire etc., complete including cost and conveyance of material as directed by the Engineer-in-charge

Supply of E.C. bags filling with sand including cost and conveyance of all materials,labour charges for filling,stiching with country twine and conveyance and placing of the bag in position as directed by the Depatment for cross bund.

Supply of 5 HP capacity diesel Engine on hire basis for dewatering the seepage of water during the execution of work around the clock including fuel charges and crew charges etc., complete for finished item of work as directed by the Engineer-in-charge.

Clearing thick jungle growth(Less than 50 percent open space) including bushes upto 30cm/ parthenium and other weeds including burning or disposing off the same as directed etc., complete

Excavation and removal of silt or silt mixed with sand in slussy condition from canal bed including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with initial lead upto 50m and all lifts for removal silt on ghat steps

Earth work in excavation in all kinds of soils 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.Depth upto 3 m

Filling foundations wells with sand in layers of 25 to 30 cm and compacting by watering, ramming as directed including cost of all materials, machinery, labour etc., complete with initial lead upto 50 M and all lifts etc., complete as directed by the Engineer-in-charge.

Providing and laying in site vibrarted M.10 (28 days cube compressive strength no less than 10 N/Sq MM) grade cement concrete using 40mm down size approved clean, hard, graded aggregate for foundations including cost of all materials, machinery, labour, form work clearing, batching, Mixing, placing in position, levelling,vibrating, finishing, curing etc., complete as directed by the Engineer-in-charge.

Providing and laying insitu vibrarted M.15 (28 days cube compressive strength not less than 15 N/Sq MM) grade cement concrete using 20mm down size approved clean, hard, graded aggregate for Sub structure/Super Structure including cost of all materials, machinery, labour, form work clearing, batching, mixing, placing in position, levelling,vibrating, finishing, curing etc., complete with initial lead upto 50m and all lifts. as directed by the Engineer-in-charge.

Supply and fixing 100 mm dia G.I. Pipes B Class for vertical posts on platforms including cost and conveyance and labour charges for fixing etc., complete as directed by the Engineer-in -charge

Supply and fixing of Hot dipped Galvanised Iron chain link mesh 8 gauge -(4mm) as per IS 2721-1979,2"X2"(50mmX50mm)- 8 gauge including cost conveyance of all materials to site of work and labour charges for fixing to G.I. Pipes etc., complete as directed by the Engineer-in-charge.

Flooring with Chequrred terrazoTiles of 22mm thick (Medium shade),1st.quality as approved by the Engineer - in - charge set over a base coat of CM (1:6), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water,tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) for Bathing ghat steps.

Painting to walls with white wash as specified by the department including cost and conveyance of all materials,brushes etc., to complete for finished item of work as directed by the Engineer-in-charge.

Excavation in all kinds of soil including boulders up to 0.3 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile cost of all materials, seigniorage, machinery, labour placing the excavated stuff for formation of service road/ embankment as directed etc., complete with lead up to 150 m and lift up to 3 m for removal of cross bund.

Dress Changing Room