Raising and Repairing of existing boundary wall, path, planters and other civil related work contingent thereto, at Tau Devi Lal Park, Sector-22, Gurugram. Including Defect Liability-cum- Maintenance Period is 365 days. Re-Invited - II

Laying and Jointing PVC Pipe. Heading

NS Item 1: Providing and fixing of concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90m), having 50 Nos. round per 6 metre length, upto 3m height of wall with existing angle iron Ý` shaped placed 2.4m or 3.00m apart.

NS Item 2: Providing and laying of Terrazzo floor 25 mm thick laid in Cement mix of 1:3 (1 Cement : 3 Marble chips) washed on top for rough surface.

NS Item 3: M.S Pergodas Double Finishing sheet in 18` Dia 6 No. Design MS Pergodas Pillar FRP base pedestal with vertical fitted design having base width of size 260mm x 260mm and height 900mm having 4 no. of size 20mm drilled in the base with hold fasts and having B class vertical M.S. pipe of size 88 mm and height 2890mm, the central M.S. pipe holds FRP Molded taj 6no of size 260 x 260 x 210mm high suitably mounted at appropriate height complete as per design. Complete pillar suitably grinded and subsequently spray painted with two coats of P.0 Paints [Epoxy primer (Inter seal 670 HS) and PU Finish (Inter thane 990) paints (Protective coating division)] Transportation, Installation with C.C and amp: labor at site.) in required shade. 12 No. spend red and 6 no. Friezes Floral and Ornate decorative design combination of spandrel and frieze, matched to be suspended between two M.S. pillars as per the design. The spandrel (L Bracket) having length 420mm and height 400mm the frieze (Top Panel) height 250mm and length as per the size of the gazebo. The frieze mounted on M.S. tabular pipe frame of size 50mm x 25mm, frieze properly welded to the column pillars at either ends. Complete set of spandrel and frieze uniformly grinded spray prime red, spray painted with [Epoxy primer (Inter seal 670 HS) and PU Finish (Inter thane 990) paints (Protective coating division) Transportation, Installation with C.C and amp: labor at site]. 3 No. cast iron/frp base panel railing with frame Floral and Ornate decorative design cast iron/frp side railing panel as per design having height of 730mm and length as per size of Gazebo. Each panel top and bottom mounted with mild steel tubular pipe frame of size 50 x 25 mm. The bottom mild steel pipe having 2 nos. of hold fasts in M.S. pipe of size 40 x 40mm and length 250mm welded at the base to hold the panel in the ground. Every panel length is as per the gap between the two pillars. The complete railing panel grinded for neat surface finishes with Epoxy primer (Inter seal 670 HS) and PU Finish (Inter thane 990) paints (Protective coating division) item with, Transportation, Installation with C.C and amp: labor at site.

NS Item 4: Providing and fixing of 3 mm thick fiber sheet over existing MS frame including nuts, bolts, screws and other fixtures.

NS Item 5: Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish – Lead upto 05 KM.

NS Item 6: Additional Lead from 05 km to 06 km - Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish.

NS Item 7: Additional Lead from 06 km to 07 km - Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish.

NS Item 8: Additional Lead from 07 km to 08 km - Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish.

NS Item 9: Additional Lead from 08 km to 09 km - Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish.

NS Item 10: Additional Lead from 09 km to 10 km - Removal of malba by mechanical transport including loading, unloading and carriage with all lead and lifts and stacking – Lime, moorum, building rubbish.

NS Item 10: Credit for dismantled bricks recovered from the site.

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Laying and Jointing PVC Pipe. Heading

[5.7.4] Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (In cement mortar) [Through Rate]

[5.45] Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead [Through Rate]

[5.23.2] Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]

[7.22.1] Brick work with common burnt clay nonmodular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

[11.39] Washed stone grit plaster on exterior walls height up to 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings, complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately) [Through Rate]

[10.40.1] Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. 1. Red sand stone [Through Rate]

[10.30.3] Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 3. Dark shade pigment using ordinary cement [Through Rate]

[13.29.2] 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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]

[10.7] Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]

[11.68.3] Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate]

[30.29.1] Painting with aluminium paint of approved brand and manufacture to give an even shade: 1. One or more coats on old work [Through Rate]

[11.82.1] Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]

[10.77] Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. [Through Rate]

[13.41] Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate]

[4.14.1] Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]

[7.21.1] Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

[6.1.6] Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]

[6.1.3] Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate]

[10.37.1] Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1. 25 mm thick [Through Rate]

[10.38] Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [Through Rate]

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