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

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH 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.

Providing and dry Rock pitching for using uncoursed rubble stone of size 300 MM thick and coursed rubble stone chips from quarry to site of work including cost of all materials, machinery, labour charges hand packing un-coursed rubble stone and chips to the designed profile with all leads and lifts etc., ABOVE WATER LEVEL as directed by the Engineer-in-charge.

Providing and dry Rock pitching for using uncoursed rubble stone of size 300 MM thick and coursed rubble stone chips from quarry to site of work including cost of all materials, machinery, labour charges hand packing un-coursed rubble stone and chips to the designed profile with all leads and lifts etc., BELOW WATER LEVEL as directed by the Engineer-in-charge.