Construction of Sculpture Shed and providing portable toilet block at Shiv Temple at Neelkanth, Dist. Alwar

Description of items and specification of work to be excuted.

Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Demolishing stone rubble masonry of older boundary wall 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.

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift in all kinds of soil as per the directions of Engineer-in-charge.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level with 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) etc complete as per directions of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade for M.S. Post Pits excluding the cost of centering and shuttering - All work upto plinth level with 1:1½:3 (1 Cement: 1½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) etc complete as per directions of Engineer-in-charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement: 6 coarse sand) etc complete as per directions given by engineer-in-charge.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like Cement mortar 1:6 (1 cement: 6 coarse sand) etc complete as per direction given by Engineer-in-charge.

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface by ramming etc complete as per direction given by Engineer-in-charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

Providing and fixing M.S. Hollow post for shed roofing structure with size, MS Post size 100x100x4mm, MS Rafter size 49.5x49.5x3mm, MS Purlins size 49.5x49.5x3mm, MS Angle Girt & vertical member size 50x50x3mm, MS Plate 50x3mm, MS Ventilator Frame Size 1.00 x 0.30m and MS wire mesh with thickness of wire not less than 2.50mm as per the directions given by Engineer-in-charge.

Providing and applying Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. Thickness of plaster to be more than 12m etc complete as per the directions provided by engineer-in-charge.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including water thinnable priming coat with cement primer

Flush/Ruled pointing on R.R.Masonry and stone work with cement mortar 1:3 (1 cement : 3 fine sand) including racking, cleaning and washing out joints with mixing hardener and colour pigment for matching the original etc complete.

Providing and fixing precoated galvanised iron profile sheets (terracotta colour metal corrugated roofing sheet 0.50mm thick 150GSM paint (JSW ColourOn Plus)) (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

C.R. Stone masonry for Pedestel (Second Sort store) use maving Square/ractanguber Pillar with Cement mortar l:6 (1 cement 6 C.sand) curing etc. complete

Providing and fixing Portable Male Toilet Block with Bottom Frame 100x50mm Channel, Top Frame with 50x50m MS Square Pipe, Stifferner Bottom ISMC 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Bottom 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Top 50x50mm MS Square Pipe, Side Post 62x62mm & with M.S. Square pipe, Outer panneling 1.2mm thick MS Sheet, Internal Wall Paneling 3mm thick ACP Sheet with neat and smooth finished corners with aluminium sections, 1.2mm thick MS Sheet with proper slope and water tight on roof, 8mm thick pre laminated MDF Sheet with smoothly finished corners with aluminium sections false ceiling, 18mm thick bison panel (cemented board) fixed by self taping screw & 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water, termite and dimensional proof with vinyl carpet, Aluminium Windows double shutter siding aluminium powder coated windows of thickness 2 with 4mm glass for all windows with safety grill from outside & canopy on the top of every window, Doors will be external opening type made of same material of 30x30mm square pipe, external wall made of MS Sheet, Glass wool insulation of 25mm thick on all walls and 50mm on the ceiling, 1 coat of epoxy primer with 2 coats of epoxy paint, overhead water tank, 6’’ bottom support legs, All wiring will be concealed with PVC Insulated Copper wires of ISI Quality make of finoex, suitable for 240V, 50HZ Three phase power supply, LED Tubelight, Bulkhead light, fan, switches, sockets ISI make. (1 with Indian WC & 1 with European WC and all sanitary fittings as required to make the units operational)

Portable Female Toilet Block with Bottom Frame 100x50mm Channel, Top Frame with 50x50m MS Square Pipe, Stifferner Bottom ISMC 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Bottom 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Top 50x50mm MS Square Pipe, Side Post 62x62mm & with M.S. Square pipe, Outer panneling 1.2mm thick MS Sheet, Internal Wall Paneling 3mm thick ACP Sheet with neat and smooth finished corners with aluminium sections, 1.2mm thick MS Sheet with proper slope and water tight on roof, 8mm thick pre laminated MDF Sheet with smoothly finished corners with aluminium sections false ceiling, 18mm thick bison panel (cemented board) fixed by self taping screw & 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water, termite and dimensional proof with vinyl carpet, Aluminium Windows double shutter siding aluminium powder coated windows of thickness 2 with 4mm glass for all windows with safety grill from outside & canopy on the top of every window, Doors will be external opening type made of 2 unit 200000 400000.00 same material of 30x30mm square pipe, external wall made of MS Sheet, Glass wool insulation of 25mm thick on all walls and 50mm on the ceiling, 1 coat of epoxy primer with 2 coats of epoxy paint, overhead water tank, 6’’ bottom support legs, All wiring will be concealed with PVC Insulated Copper wires of ISI Quality make of finoex, suitable for 240V, 50HZ Three phase power supply, LED Tubelight, Bulkhead light, fan, switches, sockets ISI make. (1 with Indian WC & 1 with European WC and all sanitary fittings as required to make the units operational)

Portable Handicap Toilet Block with Bottom Frame 100x50mm Channel, Top Frame with 50x50m MS Square Pipe, Stifferner Bottom ISMC 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Bottom 100x50 base frame C Channel & 50x50mm Pipes, Stiffener Top 50x50mm MS Square Pipe, Side Post 62x62mm & with M.S. Square pipe, Outer panneling 1.2mm thick MS Sheet, Internal Wall Paneling 3mm thick ACP Sheet with neat and smooth finished corners with aluminium sections, 1.2mm thick MS Sheet with proper slope and water tight on roof, 8mm thick pre laminated MDF Sheet with smoothly finished corners with aluminium sections false ceiling, 18mm thick bison panel (cemented board) fixed by self taping screw & 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water, termite and dimensional proof with vinyl carpet, Aluminium Windows double shutter siding aluminium powder coated windows of thickness 2 with 4mm glass for all windows with safety grill from outside & canopy on the top of every window, Doors will be external opening type made of same material of 30x30mm square pipe, external wall made of MS Sheet, Glass wool insulation of 25mm thick on all walls and 50mm on the ceiling, 1 coat of epoxy primer with 2 coats of epoxy paint, overhead water tank, 6’’ bottom support legs, All wiring will be concealed with PVC Insulated Copper wires of ISI Quality make of finoex, suitable for 240V, 50HZ Three phase power supply, LED Tubelight, Bulkhead light, fan, switches, sockets ISI make. (1 with European WC and all sanitary fittings as required to make the units operational)

Electricity fitting inside the new sculpture shed and for making the tubewell operational at Neelkanth, Distt. Alwar 1" Casing Fanti (10 feet lenth) ISI Mark Vimal

8-way gang Box ISI Mark Vimal

6 Amp Switch ISI Mark Vimal /Anchor

6 Amp Socket ISI Mark Vimal/ Anchor

Holder ISI Mark Vimal/ Anchor

Plug ISI Mark Vimal/ Anchor

1.5 mm wire ISI Mark Vimal / Anchor/Polycab

1 mm wire ISI Mark Vimal/ Anchor/Polycab

12 way MCB Box ISI Mark Vimal/ Anchor

MCB 20 Amp ISI Mark Vimal/ Anchor

Isolator 63 Amp ISI Mark Vimal / Anchor

Saddle gitti

Iron Screws

Junction screws

Steel wire

Casing Band

Celling Rose ISI Mark Vimal

Washer

Wire 4 mm ISI Mark Vimal/ Anchor/Polycab

Wire 2.5mm ISI Mark Vimal/ Anchor/Polycab

Havells 36W LED Octane Plus 2x2 Panel

Labour for laying and fixing the all above materials in sculpture shed

PVC Black Pipe 1" (10kg pressure)

Union

Elbow

Socket

Solvent (100gm)

Labour for laying the pipeline from tubewell to camp office

Making the working space by shifting the sculptures/architectural members laying in the area to aproper place manually and very carefully with avg. lead approximate 50 mtr etc complete in all respect and fixing sclupture on Pedestel.