Existing Pushkar Ghat

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 M 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 as director by the Engineer-in-Charge

Filling foundation 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 insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 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 (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) as director by the Engineer-in-Charge.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts (Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) as director 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. as director 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 director by the Engineer-in-Charge

Supply and fixing of Hot dipped Galvanised Iron chain link mesh 8 gauge (4mm) 63 MMX63MM gauge including cost conveyance of all materials to site of work and labour charges for fixing to G.I. Pipes etc., complete as director by the Engineer-in-Charge.

Supply of Casurina Piles of size 100 to 150 mm dia of 5.50 Mts long including cost and conveyance to all materials ot site of work etc., complete as directed by the Engineer-in -charge

Supply and Fixing of Bamboos of size 50 to 75 mm dia of Horizontal to Piles and Labour Charges for Tying with Binding Wire and Nails at 0.30 M c/c for out side in position etc., complete as directed by the Engineer-in-Charge

Supply and Fixing of Bamboo Mat (Thatties) of Made with 1/4" thick 1/2 spilt 4" C/c Bamboos and Fixing them to Casurina Posts and Casurina Breasings to retain the Sand Bags, including cost and conveyance of Bamboo Thatties, Nails and Binding Wire, Labour Charges, including cost and conveyance of all Materials to site of work etc., complete for finished item of work as directed by the Engineer-in-Chief

Supply of Sand Filled Bags including Cost and Conveyance of all Materials, empty Cement Bangs, Sand, Labour Charges for Filling, Stiching with Country Twine and conveyance and placing of the Bag in position including contractors profit 13.615% and overhead charges etc., complete as directed by the Engineer-in-Charge

Excavation in all kinds of soil including boulders upto 0.30 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, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m etc., as directed by the Engineer-in-Charge.

Fixing Casurina Posts and Bamboos in position to form a Pilebox, Closing, Removing Knots, Sharpening One Edge for Driving the Pile Driving the Post Vertically in Position, Fixing Casurina Bamboos Horizontally to Vertical Posts including cost of Bending Wire and Labour Charges and Hire Charges for equipment including cost and conveyance of all materials etc,, complete 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

White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remaining to loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work but excluding conveyance charges of materials as directed by the Engineer-in-charge

Providing compacted embankment for field irrigation channels with Gravely Soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc., complete with lead upto 50 m and all lifts as directed by the Engineer-in-Charge.

Removal of Earth and Sand Bags from Cross Bunds and lay on bvanks quantity as per Earth and Sand Bags formed in pile box portion etc., complete as directed by the Engineer-in-charge