Construction of Cycle track/walkway on the shoulder of Race Course Road in ward No. 20 of Rajpur Road Constituency of the district Dehradun.

Amount

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 1000m as per Technical Specification Clause 202. By Mechanical Means Cement Concrete

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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

Disposal of surplus excavated material earth out of Muncipale Limits as directed by the Engineer-in-charge of the work

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 motor 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 Technical Specification Clause 401.

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:3:6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M30 Using Concrete Mixer

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing and fixing in position 150 mm thick pre-cast perforated (Perforations of 75 mm dia. PVC pipe ) M-30 R.C.C. drain cover with steel frame made up of 150 mm X 1.6 mm Flat all around the cover , steel reinforcement of 10 mm dia. Bar @ 100 mm c/c in top and bottom face both direction with necessary hook of 16 mm dia bar as per the drawing Complete in all respect..

Providing and fixing in position pre cast R.C.C. drain cover and frame of required shape and approved quality HD-20 (100mm thick)

Providing, Applying and finishing the top surface of concrete, in accordance with sprinkling of UniStone color hardener at the rate of 0.390 kg. /sq. ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.013 kg. /sq. ft., stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer for finishing. including treatment of construction joint by groove with all requirement.complete for parking , Compound flooring, Podium, Basement flooring, External roads etc.

Providing and Laying of factory made Grass Paver Block of M-35 Grade having thickness 80 mm over 30 mm thick sand bed in footpath, parks, lawns, drive ways,parking etc, of required strength, thickness & size/ shape, as per drawings & approved by Engineer-In-Charge complete in all respect.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20. Nominal mix (1:2:4)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

SUPPLYING AND FIXING FRP of 1000mm x 550mm (clear opening 900mm x 450mm) (Grating cover with frame - Heavy Duty - 40 MT)Composite Fibre Glass Reinforced Polyester gully grating and frame of appropriate size and load capacity of approved brand confirming to BSEN– 124:1994. Gully grating shall have minimum 30% of water entrance area that of clear opening of the chamber. Gully grating shall have top abrasion resistant layer of decorative grey granite finish confirming to test performed as per IS –15658:2006. It shall also confirm “Permanent Set”criterion as per BSEN-124

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing.

Providing & Fixing 3 Seater C.I Bench of size 4.5x1.6x2.5 feet of different colour with minimum seating capacity 3.0 person as per approved by Engineer-In-Charge.

Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Cleaning of Existing drain inlcuding removal of silt, mud, soil, grit , stone particle, wood particle etc including dewatering, all lead & lift, loading & unloading as per the direction of Engineer-In-Charge.

Mechanical Application of Specialised Road Marking Primer specially formulated for Road Marking Application, prior to application of 2 Component Cold Plastic Road Marking Application. Cleaning of the surface thoroughly by removing flakes,dust deposits, vegetation growth,pasted paper etc., using coir / coil brush,so as to enable the application of respective primer etc.

Providing and applying 2 component cold plastic paint rolled on surfacing material solvent free high build two pack seamless, tough, skid resistant material which has property of attaining 1.5mm-2.00mm thickness in single coat application white (or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface work shall carried out as per IRC 35-2015 clause 2.2

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

600 mm Circular

600 x 450 mm Rectangle

900mm high Octagon

900 mm equilateral triangle

Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per specification.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

Credit for the salvage value of stone/aggregate obtained from demolishing road work including stacking of stone aggregate as per direction of Engineer-in-charge.

Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc. The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height. (b) Sculpture of Height above 5' upto 7'

O & M during construction for fixing pipe, sewer and other works as per direction of Engineer-in-charge.during construction

M/S DOON INFRASTRUCTURE