Protection work of shri purnagiri temple and its approach in district champawat

Amount

Slop Protetion work

Providing and installing Rhomboidal/Square shaped Mesh panels with tensile strengthnot less than 150kN/m, consisting of steel wire rope of grade 1770MPa of atleast 10mm diameter of and size not more than 300mm x 300 mm and with suitable connection atjunctions having minimum tear resistance of 15 kN and pull apart of 9 kN including topand bottom support rope, lacing wire or rope required to connect the nets and allaccessories such as U-clamps, thimbles, including safety, all other ancillary works,material, machinery, labour, etc. complete at easily accessible location including top andbottom, with all leads and lifts and as per detailed technical specification and as directedby Engineer - In - Charge.

Providing and spreading Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Netting of Mesh Type 10x12 with D=100mm tolerance of +12 to -4%, Zn + PVC coated, Mesh Wire dia. 2.7/3.7mm(ID/OD), mechanically edged/selvedged with galvanization as per EN 10223-3, and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, lacing with wire of diameter 2.2/3.2 mm (ID/OD), reinforced with steel wire ropes of grade 1770N/sq.mm at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as per detailed technical specifications as directed by Engineer - In -Charge

Providing and fixing of anchors of 32 millimeter diameter of steel bar with yield stress not less than 500MPa, with top portion of bar threaded for a length of atleast 200mm, hexagonal nut, base plate 200 x 200 x 10 millimeter size, coupler for connecting bars, drilling of 60mm dia holes, non shrink grout (M25 grade) with water-cement ratio not more than 0.5, with hot dip Zinc coated of 80 microns. for exposed portion of bolts, nuts and base plates, including all ancillary works for top / bottom / cortical anchoring including all ancillary material, machinery, labour etc. complete and as directed by Engineer-in-charge

Providing steel fiber concrete to sealing cavity by PCC M-20 Grade (Nominal mix 1:2.4) in open foundations with steel fiber @25 kg per cum of concrete complete as per drawings and technical specifications including supply of all material labour T&P etc required for proper completion of work but excluding cost of steel fiber as per Clause 802, 803, 1202 & 1203 and must be continuous curing for at least 14 days must be done by laying Hessain cloth.

Supply of steel fiber @25 kg per cum of concrete on Item 5 above ncluding supply of all material labour T&P etc required for proper completion of work

Providing and fixing of steel dowel bars of 32 millimeter diameter of yield stress not less than 500 MPa, anchored upto a depth of atleat 1.0m in hard rock and developed into the concrete section for length of atleat 1.0m, including drilling atleat 60mm dia bore, flushing, grouting with cement grout mixed approved admixtures, installing 32mm diameter dowel bar including all ancillary material, machinery, labour etc. complete and as per detailed techinical specifications and as directed by Engineer - In -Charge.

Providing top support cable along the top and bottom anchors, with steel wire rope of 12mm diameter of grade 1770 N/sq. mm including all accessories such as U-clamps, material, machinery, labour etc. complete as per technical specifications or equivalent or of higher specifications and as directed by Engineer-in-charge. etc complete.

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201

Scaling of loose rock inclusing stacking of boulder at bottom of slope and disposal at dumping place within 3km from the site as directed, including all material, labour, machinery, excetra complete and as directed by Engineer-In-Charge.

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Providing plain cement concrete M 15 in open foundations complete as per drawings and technical specifications as per Clause 802, 803, 1202 & 1203, also including supply of all materiak, labours T&P etc required for proper completion of work, as directed by engineer in-charge and must be continuous curing for at least 14 days done by laying Hessian cloth. (Nominal mix (1:2.5:5)

Providing PCC M-20 Grade (Nominal mix 1:2.4) in open foundations complete as per drawings and technical specifications including supply of all material labour T&P etc required for proper completion of work as per Clause 802, 803, 1202 & 1203 and must be continuous curing for at least 14 days done by laying Hessain cloth.

Shotcreting in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] including the cost of Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. also including supply of all materiak, labours T&P etc required for proper completion of work, as directed by Engineer- in?Charge and must be continuous curing for at least 14 days done by laying Hessain cloth.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete also including supply of all materiak, labours T&P etc required for proper completion of work, as per drawing and technical specification Clauses 614, 709, 1204.3.7

Sub Surface Drains with Perforated Pipe Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site also including supply of all materiak, labours T&P etc required for proper completion of work,

Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching, also including supply of all materiak, labours T&P etc required for proper completion of work,

Supplying, placing & fixing PVC half perforated drain pipe of 100mm Dia at location as shown in drawings or as directed by Engineer confirming as per detailed Technical specification also including supply of all materiak, labours T&P etc required for proper completion of work.

Supplying, placing & fixing PVC half perforated drain pipe of 100mm Dia., placed in a drill hole, including drilling of hole, cleaning complete in all respect, at spacing and location as shown in drawings or as directed by Engineer confirming as per detailed Technical specification also including supply of all materiak, labours T&P etc required for proper completion of work,

Backfilling with granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 also including supply of all materiak, labours T&P etc required for proper completion of work,

Approach Road

Providing plain cement concrete Grade M-10 (Nominal mix 1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 804, 805, 806, 807, 1202 to 1204 also including supply of all materiak, labours T&P etc required for proper completion of work, as directed by engineer in-charge and must be continuous curing for at least 14 days done by laying Hessian cloth.

(PQC)Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days must be done by laying Hessain cloth, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications as directed by engineer in-charge.

Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. also including supply of all materiak, labours T&P etc required for proper completion of work and as directed by engineer.

Tubular Steel Railing of Medium Weight Steel Channel (ISMC series) 100 mm x50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 as directed by engineer in charge also including supply of all materiak, labours T&P etc required for proper completion of work,

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as directed by engineer in charge.

Environmental Monitoring Cost

Pre-Construction

Ambient Air Quality Monitoring

Surface&Ground Water Quality

Noise Quality

Soil Quality

During construction

Ambient Air Quality Monitoring

Surface&Ground Water Quality

Noise Quality

Soil Quality

Environmental Management Plan Implementation Training site

Water sprinkling by water tanker to minimize the dust pollution during construction activities. It has been considered for at least 2 hours/day for 90 days

Garware Technical Fibres Ltd