Land Scaping, Beautification and Development of Vikas Path from Saras Dairy to Gobariya Bawari via Ghatotkachh Circke, Kota

Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting)

Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 Earth filling (For marshy soil)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

P.C.C grade M 15 Nominal mix (1:2.5:5)

Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C. grade M 25

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202

Plastering with cement mortar (1:4), 15 mm thick on brickwork / RCC in substructure as per MoRTH specification Clauses 1312.4 & 2200

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil

Lime Stabilisation for Improving Sub grade Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per MoRTH Specification Cluase 402. By Mechanical Means

Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material

Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means

Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size 20 x 25 cm

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - I (37.50mm (Nominal Size))

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects . for Grading-I(19 mm nominal size) Bitumen (VG-10)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilateral triangle

600 mm circular

Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board

Rumble Strips Provision of 15 nos. rumble strips covered with readymade cold bituminous mixture, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to centre at approved locations to control speed, marked with white strips of road marking paint as per MoRTH Specification Clause 803

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804.

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements.

Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.

Supply, Fabrication and Installation of Bronze colour pre anodised with 10/15 microns , 1.5mm thick, 5000 Series Aluminium Panel with Tempering Strength H14, having Tensile Strength minimum 145 Mpa and minimum Yield Strength of 120 Mpa, laser cut with standing seam profile, including aluminum sub frame, screws and aluminium clips fixed over Aluminium sub structure, approved by the architect in charge and engineer in charge. make- Kalnip, aluminium duffle 55HX ,kingspan

Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2, a) 40mm

Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10m height with 20 to 30 mm thick Red Sand Stone (Karauli ) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an dmixture of pigment matching the stone shade :(To be secured to the backing by means of cramps which shall be paid separately) Exposed face machine cut

Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required.

Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases.

Providing and applying cold plastic paint two componet rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant, material with has property of attaining 2.0mm thickness in single coat application white (or as required colour) basedon glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2)

Providing and fixing Cobble Stone flooring work dressed stone 50 mm thick in hound finished with pattern as per approved design over 25-50mm thick base in CM 1:6 incl. pointing with cement sand mortar 1:2 (1 Cement:2 sand)match the shade of stone with joint as per direction of engineer-in-charge (Size of Stone 100x100x50mm) Mandana Cobble

Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and "PAN Shape" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.

Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Rajasthan Black Above 3601 Cm2 Slabs

Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per ornamental design to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade.

Providing & Fixing of Bansi Paharpur stone bracket attached to capital of pillars 300mmX225mmX100mm including carving with carving work etc

Providing & Fixing natural stones in garden area including fixing, transportation, loading, unloading complete in all respect as per the direction of Engineer incharge and Architect with all lead & lift.

Mandna Art Work on wall of with prepration of Base and Mandna with Acrylic exteriar paint etc as per attetch typical drawing and Direction of Engineer In Charge.

Providing & making artistic/heritage painting with the using oil paint/apex ultima or equivalent exterior paint having anti algal and dust pick up resistance with finish as per direction of Engineer in charge on wall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:- The Painting shall be based on themes related to flora & fauna like creepers flower pots, animals, birds & natural figures. As the work shall be at the level of similar to enclosed drawing.

Providing and Fixing River pabbals (size 150mm to 200mm) for Annicuts,side wall protection of streem, properly laid embeded/interlocked and jointed complete in all respect & as per directed by Engineer In Charge.

Providing and laying/installing of Rubberised flooring RUNNING TRACK- 1). BASE LAYER- Base layer are made with tyre recycled crumb which is blended with two synthetic rubber. (Natural rubber & Styrene butadiene rubber-SBR) This base layer is for cushion purpose only. 2). TOP LAYER- Top layer is pure EPDM granules which is made with "Ethylene propylene diene monomer" with color pigment. Color are inbuilt with granules which will never loss original color. Granule standard size in 1-4 mm. Top layer of EPDM is fix of 6 mm thickness in any system. Creating any design/ logo over this EPDM surface of 6 mm only -rest is the cushion base surface. EPDM granule have high weather and heat resistance properties mainly non-toxic product. Thickness- 25 mm Thick EPDM floorinh - (9mm Black base +6mm colored EPDM granules) 25mm Thickness Rubberised flooring should be approved make

Steel work in built up tubular trusses including cutting, hoisting ( height upto 1

0 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. Cement Concrete

Reinforced Cement Concrete

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202 Cement mortar

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Manual Means Bituminous Courses

Granular Courses

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per MoRTH Specification Clause 202.

Preparation of beds for bedging and shrubbary by excavating 60 cms. deep and trenching the excavated base to a further depth of 30 cms. refilling the excavated earth after breaking clods & mixing with manure in the ratio 8 :1 (8 parts of stacked valume o

Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth

Supply of dry manure including loading unloading, transportation & stacking at site. Goat dungmanure.

Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately).

Supply of Chemical Fertilizers at store in bags weighing not less than 50 kg. each including loading unloading & transporation etc. Urea

Super Phosphate.

P 50 kg. Bag

Supply of Insecticides & Pesticides at store in dust / liquid form complete. Methyl Prathion 2%.

Karathion (Liquid).

Metacid (Liquid).

Roger (Liquid).

Per plant

Shifting of old tree with planting complete, including excatation, transportation, loading, unloading complete in all respect as per the direction of Engineer incharge and Architect with all lead & lift.

Supply & Planting of ornamental plants (Kachnar, Amaltas, Gulmohar, Arjun, Kala Siris, Jacranda etc. or other specified) along road side including the following activities :- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of dry manure (Farm yard manure organic) 4. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting. 5. Watering to plants. 6. Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost.

P. plant

Planting & maintenance of shrubs. Planting of shrubs in central verge 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site like Bouganvillia & Kaner 3. Supply of dry manure (Farm yard manure organic) 4. Supply of Insecticides. 5. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Watering to plants. 7. Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during

Supply & planting of Petunia, Salvia, Sinereria & Gajenia, sweet william, penjy etc. seasonal flower plant of Pune verity. (Winter Season)

Providing and Fixing Bidasar Sandstone benches complete as per drawing attached complete as per direction of Enginner- In- Charge. Size of benches (1.8 X 0.6 X 0.4) M as per approved design & drawing

Providing and fixing SCULPTURE of height 4.50 Mtr. of MS as per the drawing attached and complete in all respect as per the direction of engineer-in-charge and Architect with all lead & lift. 1. ‘K’ in Kota English 2. ‘O’ in Kota English 3. ‘T’ in Kota English 4. ‘A’ in Kota English 5. ‘C’ in Chambal English 6. ‘H’ in Chambal English 7. ‘A’ in Chambal English 8. ‘M’ in Chambal English 9. ‘B’ in Chambal English 10. ‘A’ in Chambal English 11. ‘L’ in Chamb

al English 12. ‘को‘ in Kota Hindi 13. ‘टा’ in Kota Hindi 14. ‘च’ in Chambal Hindi 15. ‘म्’ in Chambal Hindi 16. ‘ब’ in Chambal Hindi 17. ‘ल’ in Chambal Hindi 18. 8 abstract sculptures on education theme

Providing and fixing of MS Sphere entry of 2100mm height approx in 304 SS finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge.

Providing & Fixing MS & Wood Dustbins as per attached Drawing complete in all respect as per direction of Engineering-in-charge & Architect , with all lead & lift.

TR Concrete Bollard Supply of concrete bollard 200mm x 200n mm x 900 mm height of required shape as per approved design casted in FRP mould for uniform surface straingthness and appropriate edge precasted with M-25 concrete mix appropriate reinforcement, the other surface to be coated with sealer.

Providing and fixing 8 feet x 8 feet metal kiosk with canopy on window and completely lockable as approved by architect.

Providing and laying HP FRP tree grating (1200mm X 1200mm) complete as per direction of engineer-in-charge.