Improvements to existing Pushkar ghat

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 50 m and all lifts for the silt on steps of bathing ghat

Supply of Casuring Bazoos of size 50 to 100 mm dia, including cost and conveyanceof all materials to the site of work Etc., complete 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 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

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 for cross bund

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

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 cost of all materials, machinery, labour, placing the excavated stuff for formation of servicerequired profile, road / embankment as directed etc., complete with lead upto 150 m and lift upto 3 m.

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

Dismanteling of existing structure like culverts, bridges, retaining walls and other struture comprising of masonery, cement concrete work, steel work, including T&P and scaffolding wherever necessary, sorting the dismanteled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1 KM as per technical specification clause 202 MORD/ MoRTH.

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.

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Sub structureincluding 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, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, tying with 1.25 mm dia. soft annealed steel wire, welding wherever required including cost of all materials, machinery,labour etc., complete with initial lead upto 50 and all lifts.as directed by the Engineer-in-charge.

Brick Masonry in CM (1:5) with Bricks traditional size 23 x 11 x 7 cms 2nd Class for first floor as directed by the Engineer-in-charge.

Plastering to External walls with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing 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 - (4.0 mm) as per IS:2721-1979: 2"x2" (50 mm x 50 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.

Removal of Sand Bags from cross bund and lay on banks quantity as per sand bags formed in pile box portion as directed by the Engineer-in-charge.

Providing and constructing Dry rock-Pitching for groynes using un-coursed rubble stone of size 300mm thick and un-coursed rubble stone chips from quarry to site of work including cost of all materials, machinery, labour charge hand packing un-coursed rubble stone and chips to the designed profile with all leads and all lifts etc. Below water Level as directed by the Engineer-in-charge.

Construction of Granular Sub grade by providing Stonedust spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.4 as per technical specification clause 408 MORD as directed by the Engineer-in-charge.

Construction of Granular sub-base by providing well gradedmaterial(Table 400.1) with Grading III Material(HBG M/C+Stone dust) CBR Value not less than 20 and PI Value lessthan 6 spreading in uniform layers with Tractor grader onprepared surface, mixing by mix in place method withrotavator at OMC, and compacting with Vibratory Roller toachieve the desired density, complete as per TechnicalSpecification Clause 401 MORD .as directed by the Engineer-in-charge.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including curing of concrete slabs for 14- daysand water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.as directed by the Engineer-in-charge.

Power trowelling to finish as per the direction of Engineer in charge, reate inclusive of labour charges all complete for finished item of work.as directed by the Engineer-in-charge.

Carying out Groove cutting 75 mm deep width petrol driven saw as per th direction of the Engineer-incharge including labour & machinary charges etc completeas directed by the Engineer-in-charge.

Filling Quarry Rubbish for side berms and Shoulders as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH as directed by the Engineer-in-charge.

Filling Selected Earth for side berms and Shoulders as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH as directed by the Engineer-in-charge.