Improvements to existing pushkarghat

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 by the Engineer in charge

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 50 m and all lifts for the silt on steps of bathing ghat,as directed by the Engineer-in-Charge.

Supply of Casuring Bazoos of size 50 to 100 mm dia, including cost and conveyanceof all materials to the site of work Etc., as directed by the Engineer in charge

Fixing casurina posts and Bamboos in position to form a pie box for closing ,removing 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 to 50 mm dia horizontal to piles and labour charges for tying with binding wire and nails etc., complete at o.3m interval for cross bund as directed by the Engineer in charge

Supply and fixing bamboo mat with1,4" double thick and fixing to posts including cost and conveyance to site nail and binding wire etc., complete for cross bund as directed by the Engineer in charge

Supply of E.C. bagsfilling 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 as directed by the Engineer in charge

Supply of 5 HP capacity diesel Engine on hire basis for dewatering the seepage of water during the exucution 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

Earth work Excavation in all kinds of soils including boulders upto 0.30 M dia for foundations of canal cross drainage structures and placing the excavated soil neatly in specified dump or disposing the same complete with intial lead upto 50m and initial lift upto 3.00m etc., complete as directed by the Engineer-in-charge

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 an initil lead upto 50 M and all lifts etc., complete as directed by the Engineer-in-charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.complete with initial lead upto 50 m and all lifts. as directed by the Engineer in charge

Providing and laying in site vibrarted M.15 (28 days cube compressive strength no 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 as directed by the Engingineer-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 - (4.0 mm) as per IS:2721-1979: 2 1/2"x2 1/2 " (63 mm x 63 mm)- 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 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.as directed by the Engineer in charge

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.