Development of Tourism Facilitation Centre cum Multi Level Parking at Puri, Odisha (Prasad Scheme)

Amount

Building Work Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Additional cost for Extra lift or 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M-30 for foundation having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for plinth beam having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for roof beam & column having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

R.C.C. work of M-30 for lintel having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

R.C.C. work of M-30 for roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

R.C.C. work of M-30 for slope roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Second Floor

Third Floor

Fourth Floor

R.C.C. work of M-30 for staircase having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

R.C.C. work of M-30 for wall having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Basement

Third Floor

R.C.C. work of M-30 for chajja having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing & fixing TMT Fe-500 D grade reinforcement bars of approved makes for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Brick work in foundation and plinth with flyash bricks 25x12x8 cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Brick work in superstructure with flyash bricks 25x12x8 cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Brick work in superstructure with flyash bricks of size 25x12.5x8cm in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 imersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Basement

Ground Floor

First Floor

Second Floor

25 mm. average thick artificial stone flooring with cement punning laid to proper slope with cement concrete of proportion (1:2:4) using screened and washed sharp sand for mortar with black hard crusher broken granite stone chips of approved quality and from approved quarry, washed and cleaned laid in two layers i.e. the bottom layer being 19 mm . thick and top layer of 6mm. thick with 12mm. to 20. size black hard crusher broken stone chips (20mm size chips not to exceed 25%) including chipping and chiseling and cleaning the top surface of the floor slabs in upper floors, including rounding of corners, watering and curing with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing vitrified tile flooring using double charged vitrified tiles of premium grade having thick of 8mm to 10mm (Basic price Rs.755.00 per sqmt) conforming to IS 13756 of 600mmx600mm coloured / printed series (homogeneous) of approved quality, colour in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Supplying, fitting and fixing of double charged vitrified tiles in skirting of premium grade having thickness of 8mm to 10mm (Basic price Rs.499.00 per sqmt) conforming to IS 13756 of 600mmx600mm coloured / printed series (homogeneous) of approved quality, colour of approved quality and size in dadoes in all floors at all heights and riser of steps on 12mmm thick cement plaster (1:3) using screened and washed sharp sand for mortar with grouted Epoxy grout to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, curing-sundries and T&P, etc. required for the work complete as per specification and direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing 30cmx30cm/40cmx40cm size special plain/printed series ceramic floor tiles of premium grade of basic rate Rs.499.00 per Sqmt powerline series or equivalent type of approved make having thickness 7mm to 8mm, conforming to IS 13755 for ceramic tile flooring of approved quality, colour and size in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient, grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the ceramic tile if required , watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as directed by the Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Providing 30cmx45cm size special plain/printed series edge cut ceramic wall tiles of premium grade of basic rate Rs.499.00 per Sqmt digital highlighter or equivalent type of approved make having thickness 6.5mm to 6.7mm conforming to IS 13753 of approved make & shade in Dadoes over 12mm thick cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the tiles including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Providing 20mm thick and above 0.40 Sqm size granite tile flooring in staircase of approved quality, colour and size in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with neat white cement slurry jointing the tile with neat white cement slurry mixed with required quantities of pigments of approved marks to match the shades of the granite tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work including rubbing mechanically and wax polishing etc. complete in all respect as per specification and direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Providing 20mm thick and above 0.40 Sqm size granite tile cladding of approved quality, colour and size in walls in all floors at all height on 12mm thick bed of cement mortar of mix (1:3) (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the granite including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Supplying, fitting and fixing in position 25mm thick cement concrete tile of approved make, quality, colour and size in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient grouted with neat white cement slurry with required quantities of pigments of approved marks watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work complete in all respect as directed by the Engineer-in-charge

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work

Providing and fixing in position well dressed, naturally seasoned sal wood rebated frames of size 125mmx63mm to doors including two coats of hot bitumen applied to rear of frame in contact with masonry or concrete surface fixed with MS hold fast of 35x5mm embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (Holdfast will be paid seperately) complete with all materials, labours, T & P including cost, conveyance, loading, sundries required for the work etc. complete in all respect as directed by the Engineer-in-charge

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Supplying fitting and fixing in position 32mm thick flush door with 1mm thick sunmica to both side pasted with adhessive including fixing of fixtures Mortice lock of basic rate of Rs.1720.00, Door closer basic rate Rs.1595.00 , 100mm aluminium hinges, handle, tower bolt, 250x10mm (Alun),AL sliding door bolt of size 300x16mm, brass screw 50x8mm including cost of all materials, labour, all taxes, transportation, loading & unloading etc. complete as per specification and direction of Engineer -in-charge.

Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin- Charge.

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick plain PVC door shutters

Providing and fixing of Sliding Systems, made from 6063 alloy and T-6 tempered non-euro groove aluminium profile, in approved surface coating (50-60 micron powder coat of 15-20 micron Anodising), mechanically mitred and jointed with casted corner cleats along with sliding lock, fixed single/double roller, anti-rattler (pvc), alignment corner joints (ss) and polypropylene weather stripping brush gaskets. Clear Annealed Glass in fill, of 5mm thickness, shall be fixed on to the sash using microwave treated EOPM gaskets including cost of all materials and cost of all labours required for the work etc. complete in all respect as desired by the Engineer-in-charge. Wall thickness: T2 – 1.3 mm

Providing and fixing Glass Reinforced Concrete (G.R.C) ornamental screen design jacketing work by M.S. sections or existing R.C.C or brick wall. The G.R.C. are to be casted with 'Spray Mix' concrete design in approved pattern, and shade. The G.R.C. screen should be made from ‘53 grade’ White Portland Cement White Quartz fine graded seived Silica Sand, Alkali Resistant Glass Fiber Super Plasticizers Polymers and U.V resistant Synthetic inorganic pigments should be used for pigmentation. The columns casting shall take place with layering methodology using- Direct Power Spray machines. The GRC concrete mix design flexural strength average L.O.P should be above or equivalent to 6 N/mm2 & M.O.P should be above or equivalent to 15 N/mm2 for tests done on 28 days cured samples. The fixing of columns should be done using ‘Dry fixing’ method onto existing R.C.C columns. The fixtures, fasteners and self tapping screws to be used for dry fixing. The quantity of fasteners or self-tapping screws shall be calculated in accordance to size of GRC screen and actual site fixing conditions. Vendor shall submit shop drawings of same, the drawings to be duly approved from Engineer in charge at site.

Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-incharge (Door handle, lock and stopper etc.to be paid separately).

Supplying, Fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mmx32mmx2mm @ 0.90mtr C/C and stainless square pipe bracing of size 32mmx32mmx2mm in 3 rows in stair case as per approved design and specification buffing polishing etc with cost conveyance taxes of all materials labour T&P etc required for the complete in all respect.

Providing 25mm thick grading concrete in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Design, Manufacture, Supply and Installation of polycarbonate panel system, a complete assembly of co-extruded UV protected 12 mm thick multi-layered panels with angular walls incorporated into a complete system. Panels shall have six layers with angular walls in translucent shoothing colours to achieve required Lux levels. Panels shall be with grip-lock notch standing seam running lengthwise to accommodate the connectors. Panel system shall be assembled & installed on MS Structure (paid separately) with 3 numbers selfdrilling screws & trapezoid SS fasteners to ensure a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005. Panel length: 11980mm (Max.). Panels shall pass dart drop impact test as per IS 14443-97, shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. All the red on both sides to form lock rail. Top bottom and lock rails shall be provided with both side of panel 10mm (5mmx2) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail. Paneling of 5mm thick of both side PVC sheet to be fitted in MS frame welded/lealed to the styles and rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stock on the interior side of the channel using PVC solvent adhesive etc complete as per direction of Engineer in change manufacture's specification and drawing.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement supportplates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint of 100 mm gap

Supplying & fixing in position toilet cubicle of following standard. Dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch impact and anti-bacterial resistant 12mm thick solid compact laminate panels tested by shriram Test House. Finish of the compact laminate should be suede/ *Raw silk, which includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. This also includes providing and fixing in position necessary hardware made out of Nylon Polyamide Grade-6 & Aluminium powder coated top rail as per manufacturer‟s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Aluminium Top Rail, (5) Coat Hooks, (6) U-Channels, (7) Adjustable Foot, (8) Noise Deafening Tape (9) Screws & wall plugs etc. The top fitting should consist of Aluminium Powder Coated top rail which will get fixed with Mid & End pilasters. All screws will of 304 Grade in stainless steel with satin finish. Top rail is extruded Aluminium will be powder coated or anodized (Grade 6063 Micron Aluminium). All pilasters are supported by grade- 6 Nylon Polyamide Thermoplastic palm design pedestal footing with non corrosive steel inserts. The base diameter 65mm and neck diameter of 33mm anchored to the floor with grade 304 satin finish stainless steel screws with push fit capping at a clearance height of 150mm. Model is Heat and Bacteria Resistant Polyamide in which aluminium U-Channel will be used for the fixing of intermediate panels to the wall. Toilet Cubicle with standard dimension of 1995mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width).

Supplying, fitting and fixing of M.S window grills ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge.

Supplying, fitting and fixing of MS openable door with 35 x 35 x 6mm size M.S. angle frame as chowkath and 30x30x5mm Ms frame for shutter with 25x6mm flat fabricated to proper size of door opening with 16 gauge CR sheet including fixing clamps for door frames and hinges for fixing shutters and aldrop with tower bolt etc. complete for all floors including cost, conveyance, taxes of all materials, labour, T&P etc.required for the work etc. complete in all respect as per direction of Engineer-in-charge.

Providing and fixing rolling shutters of approved make made of 80x1.25 mm M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs grade no. 2 and MS top cover 1.25mm thick for rolling shutter. Fixing of shutter with lugs of 15x6mm in 15cmx10cmx10cm cement concrete blocks of 1:2:4 (1 cement : 2 coarse sand : 4 aggregate ) including cost of all materials, labour, T and P etc. complete as per direction iof engineer in charge.

Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System with DuneSupreme (Bevelled Tegular) Edge Tiles With 5mmExposed GRID. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 &7) in module size of 600 x 600 x 16mm , suitable for Green Building application, with Recycled content of 44%. The tile shall be laid on Armstrong Silhouette profile grid system with 15mm white flanges incorporating a 6mm central reveal in white/black colour and with a web height of 45mm and a load carrying capacity of minimum 15.68Kgs/M2 & minimum pull out strength of 100 Kgs.. Silhouette, Main Runners & Cross Tees to have mitred ends & “birdsmouth” notches to provide mitred cruciform junctions. The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension system. The Tile & Grid system used together and material i/c painting with acrylic emulsion painting of two coats with primeer coat 10mm (5mmx2) thick, 20nn wide cross PVC sheet be provided as gap insert for top rail and bottom rail. Panelling of 5mm thick of both side PVC sheet to be fitted in MS frame welded/sealed to the styles and rails with 7mm (5+2) thick 15mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stock on the interior side of the channel using PVC solvent adhesive etc complete as per direction of Engineer in charge. All hardwares are made out of SS-304 a coated matrials, resistant to atmospheric correosion.

Providing and fixing in position false ceiling Gypsum board ceiling as per the pattern and design at two levels with tray pattern and cornice to have diffused lighting arrangement made from 12mm tk Gypsum board fixed with main G.I frame channels all along the wall shall be provided. The frame work of GI Grid 2'-0"x2'-0" to be suspended with G.I flats or adjustable M.S rod from intermediate channels using nuts and bolts as recommended using rawls plugs 12.5 mm dia bolts and soft cleat 27mmx 37mmx25mm. Arrangments are to be made to accommodate light fixtures, curtain rails by forming recessed channels which shall be done with jointing compound and paper tape .Ceiling to be levelled and free from cracks . Items to be completed in all respect to the architect's approval .Openings to be made in the ceiling as per architect 's approval .to accommodate lighting fixtures.Opening in the ceiling are to be tied with perimeter channel complete with the cost of all labour and material i/c painting with acrylic emulsion painting of two coats with primer coat .

Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Finishing wall surface with Cement based wall putty to inside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Finishing wall surface with Acrylic wall putty to outside surface of approved make and finished smooth and even surface to receive painting to inside surface including cost of scaffolding staging charges with cost of all materials taxes, labour T & P etc complete as per direction of Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing and painting two coats with plastic emulsion paint over a coat of primer of approved quality and approved shade in all floors at all height by making the surface to the interior plastered surface of wall smooth including cost, coveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by the Engineer in charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Providing and painting two coats with synthetic enamel paint over a coat of red oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge.

Basement

Third Floor

Providing, fitting & fixing of premoulded decorative corner beading of GRC. Having cross sectional dimension 112x80mm and fixing the same by providing PVC plug, screw, cornice adhesive, fevicol etc complete in all respect as per direction of Engineer-in-charge.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm

Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. (For the purpose of measurement the entire treated surface will be measured.)

Providing small eye Laterite stone masonry in cement mortar (1:4) in foundation & plinth using machine cut laterite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Providing small eye Laterite stone masonry in cement mortar (1:4) in superstructure using machine cut laterite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Basement

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding).

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 Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective ofduration of scaffolding. sqm 257.95 Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.

Providing and laying / sprinkling non-mettalic heavy duty floor hardener @ 3.00 kg/Sqm over the wet concrete including finishing the same as per direction of the manufacturers specification contractor has to submit the material for approved before each panel pour as per the prescribed consumption factor approved make: Sika, STP, Forsroc.

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

Pre-CONSTRUCTIONAL ant termite treatment (including the cost of chemical emulsion): Treatment of soil, walls etc. using chemical emulsion @ one litre per 10.00 Sqm. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration, all complete as per directions of Engineer in charge .

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

SITE DEVELOPMENT Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Dismantling RCC structure under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant.

Dismantling brick or stone masonry in cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead including cost of all material, labour, conveyance, loading and un-loading, taxes, royalties, sundries, tools and plants, etc., complete as per the direction of the Engineering-in-charge/Consultant.

Felling trees of 30 to 60cm girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Providing & laying M - 20 grade pre-cast concrete kerb stones of size 300x300x150 mm thick including setting in cement mortor 1:4 ( 1 cement : 4 coarse sand) and pointing of joints with same mortor etc. complete.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

PATHWAY/WALKWAY Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing and laying laterite stone masonry in cement mortar of mix (1:6) with Portland slag cement (PSC) in foundation & plinth with screened and washed sharp sand for mortar of approved quality from approved quarry including providing key stones in regular intervals for each layer including splays cutting, circular moulding and similar such type of works with all necessary projections, champering and corbelling, watering and curing etc. with all cost, conveyance, royalties, loading & unloading & tax of all materials and cost of all labour, sundries, T & P required for the work including hoisting, lowering, dewatering if required etc. complete in all respect as directed by Engineer-in charge.

Providing small eye Laterite stone masonry in cement mortar (1:4) in foundation & plinth using machine cut laterite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Providing Small Eye Laterite stone flat soling (As per design and drawing) using machine cut laterite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

OPEN BATH Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing and laying plain cement concrete of (1:2:4) in foundation using 12 mm. Size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required for the work etc complete as per the instruction of the Engineer-in-Charge.

Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Brick work in superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Providing industrial vitrified tile flooring using exterior tiles of premium grade having thick of 8mm to 10mm conforming to IS 13756 of 300mmx300mm coloured / printed series (homogeneous) of approved quality, colour in floors, treads on steps and landings in all floors at all height on 20mm thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with epoxy grout with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days, including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work, complete in all respect as per specification and direction of Engineer-in-charge.

Providing 20mm thick and above 0.40 Sqm size granite tile cladding of approved quality, colour and size in walls in all floors at all height on 12mm thick bed of cement mortar of mix (1:3) (1 Cement: 3 Coarse sand) finished with modular pointing in white cement & pigment to match the shade of the granite including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour curing sundries and T & P etc. required for the work etc. complete as per specification and direction of Engineer-in-charge.

Supplying & fixing in position toilet cubicle of following standard. Dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch impact and anti-bacterial resistant 12mm thick solid compact laminate panels tested by shriram Test House. Finish of the compact laminate should be suede/ *Raw silk, which includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. This also includes providing and fixing in position necessary hardware made out of Nylon Polyamide Grade-6 & Aluminium powder coated top rail as per manufacturer‟s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset indicators, (4) Aluminium Top Rail, (5) Coat Hooks, (6) U-Channels, (7) Adjustable Foot, (8) Noise Deafening Tape (9) Screws & wall plugs etc. The top fitting should consist of Aluminium Powder Coated top rail which will get fixed with Mid & End pilasters. All screws will of 304 Grade in stainless steel with satin finish. Top rail is extruded Aluminium will be powder coated or anodized (Grade 6063 Micron Aluminium). All pilasters are supported by grade- 6 Nylon Polyamide Thermoplastic palm design pedestal footing with non corrosive steel inserts. The base diameter 65mm and neck diameter of 33mm anchored to the floor with grade 304 satin finish stainless steel screws with push fit capping at a clearance height of 150mm. Model is Heat and Bacteria Resistant Polyamide in which aluminium U-Channel will be used for the fixing of intermediate panels to the wall. Toilet Cubicle with standard dimension of 1995mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width).

Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

LANDSCAPING & HORTICULTURE Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of land manure before and after flooding trench with water (excluding the cost of imported earth, sludge or manure).

Supplying and stacking of good earth at site (Earth measured in stacks will be reduced by 20% for payment) with all lead and lift.

Supplying and stacking sludge at site (sludge measured in stacks will be reduced by 8% for payment) with all lead and lift.

Supplying and stacking at site dump manure from dumping place nearest to site of work. (manure in stack will be reduced by 8% for payment) with all lead and lift.

Screened through sieve of I.S designation 20 mm.

Screened through sieve of I.S designation 16 mm.

Screened through sieve of I.S designation 4.75 mm.

Rough dressing the trenched ground including breaking clods.

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of up rooted vegetation with all lead and lift.

Fine dressing the trenched ground.

Spreading of sludge, dump manure or land good earth in required thickness. (Cost of sludge, dump manure or/and good earth to be paid separately).

Mixing earth and sludge or manure in proportion specified or directed.

In rows 5 cm apart in both directions

With grass Turf

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (The manure/sludge shall be paid for separately).

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)

Holes 60 cm dia, and 60 cm deep

Holes 45 cm dia, and 45 cm deep

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.

Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm

Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on appropriate place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid separately.)

Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height.

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)

Trees Plant

Shrubs Plant

Hedge Plant

Providing and displaying of Aglaonema dove variety Plant, having ht. 30 cm to 45 cm with 8 to 10 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.

Providing and displaying of Aglaonema Snow-White hybrid plant (three in one), having ht. 30 cm & above with 6 to 8 leaves, bright colour, well developed, fresh and healthy in 25 cm size of Earthen pot / Plastic pot . (Specimen Plant) & as per direction of the officer-in-charge.

Providing and displaying of Areca Palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.

Providing and displaying of Croton Challanger variety plant, having ht. 30cm and above, well developed with full of fresh and healthy leaves in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge.

Providing and Displaying plants Creeper Rose variety 3 to 4 healthy branch 60 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

Providing and Displaying plants Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.

Providing and Displaying Acalypha green plant well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot bushy plant as per direction of the officer-in-charge.

Providing and Displaying Fishtail palm plant well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen plant in 35 cm Cement Pot as per direction of the officer-in-charge.

Supply and stacking of Acacia auriculiformis plant of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.

Supply and stacking of Bottle palm plant of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.

Supply and stacking of Casuarina equisetifolia plant of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Ficus nuda plant of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of Foxtail palm plant of ht. 120-150 cm bottom girth 15-20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.

Supply and stacking of plant Bauhinia acuminata height 60-75 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.

Supply and stacking of plant Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.

Supply and stacking of plant Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Bib cock of basic rate 738.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials , labours , taxes and tools and plants for fitting and fixing of 20mm dia CPVC pipes of 100% lead free and conforming to ASTM F442 Specific-2 CPVC with good quality including fittings and laying as per the site requirement etc., all complete including testing as per the direction and specification of Engineer-in-charge.

SIGNAGES & ROAD MARKER Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)

Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking point conforming to IS:164 on bituminous surface in white / yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).

Overhead informatory road signage

Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

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).

SIT OUTS Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Providing and laying laterite stone masonry in cement mortar of mix (1:6) with Portland slag cement (PSC) in foundation & plinth with screened and washed sharp sand for mortar of approved quality from approved quarry including providing key stones in regular intervals for each layer including splays cutting, circular moulding and similar such type of works with all necessary projections, champering and corbelling, watering and curing etc. with all cost, conveyance, royalties, loading & unloading & tax of all materials and cost of all labour, sundries, T & P required for the work including hoisting, lowering, dewatering if required etc. complete in all respect as directed by Engineer-in charge.

Providing khandolite stone masonary in foundation and plinth with cement mortar (1:4) using machine cut khandolite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Providing Small Eye Laterite stone flat soling (As per design and drawing) using machine cut laterite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Providing Decorative Khandolite stone flat soling (As per design and drawing) using machine cut khandolite stone of approved quality from approved quarry including cost of all material, all taxes and cost of all labour, conveyance, loading & unloading, royalties, hoisting, lowering, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge

Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding).

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 Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

INTERNAL PH Supplying all materials, labour and T&P for fitting and fixing white glazed vitreous china porcelain Orissa pattern water closet of size 580 x 440mm of Basic rate Rs.3200.00 of approved make confirming to IS-2556 and top inlet for sinking into floor with 100mm PVC 'P/S' trap etc. including supply of necessary cement concrete for fitting the closet etc. complete in all respect in all floors including cost, conveyance and taxes of all materials etc. complete and as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labours, T&P for fitting and fixing white glazed vitreous china floor mounted European water closet of basic rate Rs.4000.00 of approved make including supply of matching P/S trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete including cost of WC pan, PVC seat cover with CP brass hinges and rubber buffers etc all complete including cost, taxes and conveyance as per specification including polishing etc all complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labours, T&P for fitting and fixing white glazed vitreous china wall mounted rimless water closet of basic rate Rs.7000.00 of approved make including supply of matching P/S trap to the wall with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete including cost of WC pan, PVC seat cover with CP brass hinges and rubber buffers etc all complete including cost, taxes and conveyance as per specification including polishing etc all complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP flush valve of basic rate Rs.3700.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supply all materials, labour,T&P for fitting and fixing of concealed cistern of basic rate Rs.2700.00 and exposed part kit of basic rate Rs.1700.00 of approved make complete with all parts and internal fittings of approved make with ISI mark and supplying of necessary brackets, screws etc 32mm dia flush bend, as per PH specification all complete as per direction of Engineer-in-charge.

Supplying and fixing urinal of basic rate Rs.2000.00 of approved make with division plate of basic rate Rs.2000.00 including all fittings like 450mm long connection pipe of basic rate Rs.1000.00, 32mm dia bottle trap of basic rate Rs.300.00 etc of approved make etc complete as per PH specification and direction of the Engineer-in-charge.

Supplying all material, labour T&P and fixtures for providing and fixing of white glazed vitreous chinaware counter top wash hand basin of size 49cm dia of Basic rate Rs.2500.00 of approved make with bottle trap of basic rate Rs.1000.00 with CP waste coupling nut of basic rate Rs.300.00 and 15mm x 450mm PVC connection pipe of basic rate Rs.200.00 with MS bracket with wooden plugs CP screws including cost of cement, sand, labour, T&P etc. complete including testing cost, conveyance, royalty and taxes of all materials etc. complete as per PH specification and direction of Engineer-in-charge.

Supplying all material, labour T&P and fixtures for providing and fixing of stain less steel sink of size 1145x510mm of basic rate Rs.8000.00 of approved make with its components like 40mm CP waste, 40mm waste pipe etc, including all requisite fixing materials complete as per the PH specification and direction of Engineer-in-charge

Supplying all materials, labor T&P for fitting and fixing in all floors' fixed type glass mirror of size 600mm x 450mm best INDIAN make of 5.5 mm thickness with supply of 13mm thick asbestos backing and wooden plugs C. P. Brass screw including cost, conveyance, royalty, taxes of all materials complete as per P.H. specification and direction of Engineering-in-charge.

Providing and fixing C.P. Glass shelf 600mm long of basic rate Rs.900.00 of approved make fixed to wall including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP towel rail - 24" of basic rate Rs.950.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP towel ring square of basic rate Rs.750.00 complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP Soap case of Basic rate Rs.500.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Bib cock of Basic rate 750.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Bib cock long body of basic rate Rs.1000.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Wall Mixer of basic rate Rs.3500.00 with provision for overhead shower and hand shower or equivalent type of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Bottle trap of basic rate Rs.1250.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized 15mm dia Angular Stop cock of Basic rate Rs.625.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized 15mm dia concealed Stop cock of basic rate Rs.750.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Enginee-in-charge.

Supplying all materials, labour, T&P and fixing two way Bib cock of basic rate Rs.850.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing health faucet of basic rate Rs.1150.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized sink cock of basic rate Rs.1400.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing of 120mm dia CP overhead shower of basic rate Rs.1800.00 with arm of basic rate Rs.750.00 or equivalent etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing of 120mm dia CP overhead rain shower of baisc rate Rs.2800.00 with arm basic rate Rs.2200.00 etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP toilet paper holder of basic rate Rs.800.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fixing standard sized grab bar of basic rate Rs.1000.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized tumbler holder of basic rate Rs.500.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP robe hook of basic rate Rs.250.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Supplying all materials, labour, T&P and fixing standard sized CP push cock of basic rate Rs.2500.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge.

Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per PH specification and direction of the engineer in charge

Supplying all materials, labours, T&P and fitting and fixing of the following size of CPVC pipe confirming to IS 15778 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance and taxes of all materials all complete as per PH specification and direction of Engineer-in-charge.

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40mm dia

50mm dia

65mm dia

80mm dia

Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nains, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the PH specification and direction of the Engineer-in-charge.

75mm dia

110mm dia

Supplying all materials, labour, T&P, fitting and fixing of UPVC SWR fittings of approved make with requisite testing etc complete as per PH specification and direction of Engineer-in-charge.

110mm dia Single Junction with door

110mm dia Double Junction with door

110mm dia Cowl

110mm dia Plain Bend

110mm dia SWR Door Bend

Gulley Trap

110mm dia Single Tee With door

110mm dia Single Junction without door

110mm dia Socket plug

110mm dia Clips

110mm dia Coupler

75mm dia Plain Bend

Supplying all materials, labour, T&P, fitting & fixing of different size brass / GM Full way Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance & taxes of all materials, T&P etc. all complete as per P.H. specification and direction of the Engineer-in-charge.

25mm Dia

32mm Dia

40mm Dia

50mm Dia

65mm Dia

80mm Dia

Supplying all materials, labour, T&P, fitting & fixing of different size brass / GM Non Return Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance & taxes of all materials, T&P etc. all complete as per P.H. specification and direction of the Engineer-in-charge.

25mm Dia

32mm Dia

40mm Dia

50mm Dia

65mm Dia

80mm Dia

Supplying all materials,labours,T&P for cutting holes through existing brickwork including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/PVC pipes and fittings etc all complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fittings and fixing of Poly Propelene white double layer water storage Tank of approved make confirming to IS 12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc including hoisting upto terrace level and placing the tank to the required position etc all complete as per PH specification and direction of Engineer-in-charge. (To provided with brick masonary guard walls which will be paid separately)

Supplyng all materials, labour, T&P for construction of brick masonary Gulley trap chamber of size 300mm x 300 mm with CI gulley trap, by flyash brick masonry in CM (1:4), CP (1:3) with 150mm x 150mm CI grating including labour and materials for fitting and fixing 100mm dia square mouth CI gully trap with supply of all jointing materials and encasing the gully trap with a block of CC (1:4:8) with 25mm size hard stone metal all complete with providing and fixing of CI cover slab including cost, conveyance, taxes of all materials to site complete as per the PH specification and direction of Engineer-in-charge.

Supplying,of all materials,labour and T&P for Fixing Anchor Bolt and Anchor Rod and Ring over ceiling of each roof for hanging 110mm dia SWR pipes and its fittings for soil & waste water pipe etc. All complete as per gradation of EIC. Flush Anchor HKV M12X50,Length 50mm, Anchor Rod HLT-C 4.8 M12X1000-1No, Anchor Clamp/Ring Hilti-1No along with fitting & fixing charges

Supply all materials, babour, T&P and fixing standard sized 15mm dia Pillar cock of of basic rate Rs.1000.00 of approved make etc. complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of engineer-in-charge.

Supplying all materials, labour, T&P, fitting and laying in trenches PVC pipes & fittings of approved make confirming to IS-4985 and specials of 110mm outside diameter and classes including jointing with supply of approved solvent cement by non heat application method including testing etc complete as per the PH specification and direction of the Engineer-in-charge. (Earthwork to be measured separately)

EXTERNAL PH Supplying all materials,labours,T&P for constructing inspection chamber of 900mmx800mmx450mm with cement concrete (1:3:6) on bed with hard granite metal size 40mm and flyash brickwork in cement mortar (1:4) in foundation and plinth, 100mm thick RCC M30 cover slab with supplying fitting and fixing of medium duty SFRC manhole cover, moulding and shaping the channel and benching with cement concrete (1:2:4) using 12mm size hg chips,12mm thick cement plaster in cement mortar (1:3) with punning to inside, cement plaster in CM (1:3) to outside the chamber including centring, shuttering, providing required quantity of MS rods and binding wires for reinforcement, bending, binding, tying the grills and placing in the proper position and drawing and design and PH specification including cost, conveyance, royalty, taxes etc for all materials as per the drawing, design and direction of Engineer-in-charge.

Extra for every additional depth of 0.10mtr or part there of manhole size 900x800x450mm from 450mm to 900mm depth (data for 0.10 mtr per each)

Construction of circular brick masonary manhole chamber of size 0.90 x 0.90 mtr including cement concrete (1:3:6) in bed by using 40mm size granite metal, brickwork in CM (1:4) in foundation & plinth, cement plastering (1:3) over flyash brick, plastering in CM (1:3) with neat cement punning, CC (1:2:4) over bed for benching and channeling, RCC M30 for roof slab of 150mm thick and supply fitting and fixing SFRC medium duty type cover including cost of centring and shuttering cost of MS rod for RCC work, supplying fitting and fixing of the polypropelen step iron of required interval etc all complete with all cost, conveyance, royalties taxes etc all complete as per direction of Engineer-in-charge.

Extra for every additional depth of 0.10mtr or part there of manhole size 900x900mm from 1100mm to 1650mm depth (data for 0.10 mtr per each)

Providing all materials, labour, T&P and laying of Centrifugally cast (spun) RCC non pressure pipes of class NP2 with socket & spigot ends confirming to IS-458 with ISI mark in standard lengths suitable for push on joints including lowering the pipes in to trenches to required depth below G.L, with proper allignment & gradient, testing, commissioning, de-watering (if required) including Fitting & fixing rubber gasket as per IS-5382/1985 with ISI mark etc. all complete (excluding GST) as per specification & direction of EIC. (Excluding cost for earth wok, back filling which will be paid separately).

150mm Dia

250mm Dia

Supply of all labour, T&P towards excavation of sewage pipe line trench in following kinds of soil within 50 mtr initial lead and 1.5 mtr initial lift including rough dressing and breaching of clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30mtr in depth as per design and drawing and as per direction of Engineer-in-charge.

All Kinds of Soil

Filling pipeline trench with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Providing and laying plain cement concrete of (1:2:4) for mending of sewer line trench using 12 mm. Size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required for the work etc complete as per the instruction of the Engineer-in-Charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

EXTERNAL WATER SUPPLY Earthwork in excavation upto 1.50mtr depth for hume pipe trench in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Additional cost for Extra lift or 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying all labour, T&P for the Carriage of excavated earth by mechanical means of transport within 5.00 K.M. lead including hire and running charges of vehicles, labour charges for loading and unloading as required for the work etc. complete as per the direction of the Engineer-in-charge.

Supplying all materials, labours, T&P and fitting and fixing of the following size of CPVC pipe confirming to IS 15778 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance and taxes of all materials all complete as per PH specification and direction of Engineer-in-charge.

50mm Dia

65mm Dia

80mm Dia

Supplying all materials, labour, T&P, fitting & fixing of following dia brass / GM Full way Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance & taxes of all materials, T&P etc. all complete as per P.H. specification and as per the direction of the EIC.

50mm Dia

65mm Dia

80mm Dia

Supplying all materials, labour, T&P and fitting and fixing of CI butterfly valve of following Dia confirming to the relevant IS specification and dimension including fixing it in position along the pipeline with supply of all required materials such as rubber insertion, nuts & bolts including cost of all materials, taxes, and duties, transportation charges from store to site etc all complete as per the direction of Engineer-in-charge.

50mm Dia

65mm Dia

80mm Dia

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M-30 for foundation and plinth having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, including cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for wall having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, including cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, including cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes for RCC work in foundation and plinth of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge.

Supplying and fixing stainless steel ladder of approved gauge of 4.0 mtr long and required width inside under ground tank including cost of all materials, labour, T&P etc complete as per approved drawing, design and direction of Engineer-in-charge.

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm

Supplying and fixing 900mm dia SFRC cover without frame for manhole including cost of all materials, T&P, labour etc complete as per direction of Engineer-in-charge.

Supplying all materials, labour, T&P for fitting and fixing of water level indicator made of MS flats and plates with lablling etc complete as per direction of Engineer-in-charge.

Supplying all materials, labour, T&P for fitting and fixing of puddle collar of 150mm dia of approved make etc complete as per direction of Engineer-in-charge.

STP (CIVIL) Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Additional cost for Extra lift or 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M-30 for foundation having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for plinth beam having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for roof beam & column having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for lintel having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for wall having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Providing & fixing TMT Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge.

Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Brick work in superstructure with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.

Providing 6mm thick plaster in C.M. (1:4) over ceiling, chajja, loft, staircase, column, beams and walls after removing the false if necessary and close deep chipping including rounding of the corners, recess and roughening concrete surface where necessary, watering and curing, finished smooth over R.C.C. surface, including cost, conveyance, royalty, taxes of all materials, cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge.

25 mm. average thick artificial stone flooring with cement punning laid to proper slope with cement concrete of proportion (1:2:4) using screened and washed sharp sand for mortar with black hard crusher broken granite stone chips of approved quality and from approved quarry, washed and cleaned laid in two layers i.e. the bottom layer being 19 mm . thick and top layer of 6mm. thick with 12mm. to 20. size black hard crusher broken stone chips (20mm size chips not to exceed 25%) including chipping and chiseling and cleaning the top surface of the floor slabs in upper floors, including rounding of corners, watering and curing with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge

Supplying, fitting and fixing of M.S window grills ( as per I.S. specification and as per approved drawings ) in proper position in all floors and at all height including making holes to brick walls/ R.C.C structure/wood work etc. and making good to the damaged walls/ structures with cement concrete (1:2:4) with black hard crusher broken granite stone chips of 12mm to 20mm size ( 20mm size not to exceeds 25% ) including watering and curing etc. complete in all respect as directed by the Engineer in charge.

Supplying, fitting and fixing of MS openable door with 35 x 35 x 6mm size M.S. angle frame as chowkath and 30x30x5mm Ms frame for shutter with 25x6mm flat fabricated to proper size of door opening with 16 gauge CR sheet including fixing clamps for door frames and hinges for fixing shutters and aldrop with tower bolt etc. complete for all floors including cost, conveyance, taxes of all materials, labour, T&P etc.required for the work etc. complete in all respect as per direction of Engineer-in-charge.

Providing 25mm thick grading concrete in C.C. (1:2:2) laid in proper slope over terrace roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.

Providing and painting two coats with plastic emulsion paint over a coat of primer of approved quality and approved shade in all floors at all height by making the surface to the interior plastered surface of wall smooth including cost, coveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by the Engineer in charge.

Painting to external surface of building with two coats of weather coat over a coat of primer of approved shade and quality of approved design, after cleaning by watering & removing the dirts etc. to the surface to be painted including watering, curing, cost, conveyance and taxes of all materials, cost of all labour, brushes, T&P etc. and necessary scaffolding work complete as directed by the Engineer-in-charge.

Providing and painting two coats with synthetic enamel paint over a coat of red oxide primer of approved quality and approved shade confirmming to ISI on steel work to give an even shade in all floors at all height including sand papering and making the surface smooth with cost, coveyance, loading and unloading, and taxes of all materials, cost of all labour, sundries, T&P, scaffolding etc. required for the work and complete in all respect as directed by Engineer-in-charge.

Supplying and fixing 900mm dia SFRC cover without frame for manhole including cost of all materials, T&P, labour etc complete as per direction of Engineer-in-charge.

Supplying and fixing stainless steel ladder of approved gauge of 3 mtr long and required width inside under ground tank including cost of all materials, labour, T&P etc complete as per approved drawing, design and direction of Engineer-in-charge.

Supplying all materials, labour, T&P for fitting and fixing of puddle collar of 150mm dia of approved make etc complete as per direction of Engineer-in-charge.

Supplying all materials, labour, T&P for fitting and fixing of vent pipe of approved make etc complete as per direction of Engineer-in-charge.

PH WORKS FOR OPEN BATH Supplying all materials, labours, T&P and fitting and fixing of the following size of CPVC pipe confirming to IS 15778 certification mark with socket and screw joints in walls and floors including supplying of required number of fittings of approved make including cutting threads to pipes and pipes to length, including wastage,etc for fitting to the walls with supply of holder ats, clamps, fixing wooden plugs in walls, including testing of pipe line for water tightness complete as per IS specification including cost, conveyance and taxes of all materials all complete as per PH specification and direction of Engineer-in-charge.

50mm dia

65mm dia

Supplying all materials, labour, T&P, fitting & fixing of different size brass / GM Full way Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance & taxes of all materials, T&P etc. all complete as per P.H. specification and direction of the Engineer-in-charge.

50mm Dia

65mm Dia

Supplying all materials, labour, T&P and fixing of 120mm dia CP overhead shower of basic rate Rs.1800.00 with basic rate Rs.750.00 etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fixing standard sized Bib cock long body of basic rate Rs.1800.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fixing standard sized 15mm dia concealed Stop cock of basic rate Rs.750.00 of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineer-in-charge.

Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per PH specification and direction of the engineer in charge

Supplying all materials, labour, T&P, fitting and fixing UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nains, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the PH specification and direction of the Engineer-in-charge.

110mm dia

Supplying all materials, labour, T&P, fitting and fixing of UPVC SWR fittings of approved make with requisite testing etc complete as per PH specification and direction of Engineer-in-charge.

110mm dia Plain Bend

110mm dia SWR Door Bend

Gulley Trap

110mm dia Socket plug

110mm dia Coupler

Supplying all materials, labour, T&P and fitting and fixing of PP flanzed end ball valve of 100mm Dia confirming to the relevant IS specification and dimension including fixing it in position along the pipeline with supply of all required materials such as rubber insertion, nuts & bolts including cost of all materials, taxes, and duties, transportation charges from store to site etc all complete as per the direction of Engineer-in-charge.

Supplying all materials, labour, T&P, fitting & fixing of different size brass / GM Non Return Valve of approved make including supply of all necessary jointing materials such as red lead paint, yarns etc. including cost, conveyance & taxes of all materials, T&P etc. all complete as per P.H. specification and direction of the Engineer-in-charge.

65mm Dia

Supplying all materials,labours,T&P for cutting holes through existing brickwork including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/PVC pipes and fittings etc all complete as per PH specification and direction of Engineer-in-charge.

Supplyng all materials, labour, T&P for construction of brick masonary Gulley trap chamber of size 300mm x 300 mm with CI gulley trap, by flyash brick masonry in CM (1:4), CP (1:3) with 150mm x 150mm CI grating including labour and materials for fitting and fixing 100mm dia square mouth CI gully trap with supply of all jointing materials and encasing the gully trap with a block of CC (1:4:8) with 25mm size hard stone metal all complete with providing and fixing of CI cover slab including cost, conveyance, taxes of all materials to site complete as per the PH specification and direction of Engineer-in-charge.

Providing and laying in trench cement concrete ( 1:4:8 ) with 40mm size hard granite metal in the bedding for 110mm dia pvc pipes of the following internal diameter including curing complete as per specification

Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

SOLID WASTE MANAGEMENT Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

R.C.C. work of M-30 for foundation having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

R.C.C. work of M-30 for roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing and fitting circular/square/rectangular Structural steel work welded in built up sections, trusses and framed work including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer etc complete as per the approved drawing & design and direction of engineer-in-charge.

Supplying and fixing 0.4mm thick GCI sheets in roof with drilling holes in wind ties including fixing of ridge valleys wind ties including cost of all materials, conveyance, loading and unloading, royalties and taxes all materials and cost all labours, sundries, T&P required for the work complete as per instruction of the Engineer in charge.

Providing 12mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) finished smooth to outside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.

Supplying all materials, labour, T&P, fitting and fixing 110mm dia UPVC SWR pipes & fittings of approved make confirming to IS-13592, both below and above ground level / floor and on walls including supply of bobbins, nains, screws, wooden cleats, pipe clips as per requirement, including earth work in excavation and fitting, including cuting walls and floor and making good the damages with cement concrete (1:2:4) with hard granite chips, incluidng scaffolding wherever necessary all complete as per the PH specification and direction of the Engineer-in-charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

RAIN WATER HARVESTING Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Additional cost for Extra lift or 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Brick work in foundation and plinth with flyash bricks in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be well burnt, free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge.

R.C.C. work of M-30 for roof slab having minimum compressive strength of 300kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Providing & fixing TMT Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)

Providing 12mm. thick cement plaster with cement mortar of mix (1:4) in all floors with Portland slag cement (PSC) and with screened and washed sharp sand for mortar with neat cement punning finished smooth to brick/RCC walls after racking out the joints including watering and curing complete with cost, conveyance, loading and unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P, scaffolding required for the work etc. complete in all respect as per the direction of Engineer-in-Charge.

Supplying and fixing 900mm dia SFRC cover without frame for manhole including cost of all materials, T&P, labour etc complete as per direction of Engineer-in-charge.

Supplying, fitting & fixing of MS grill as filter media to be fixed inside the chamber as per approved drawing and design, cutting to required size and welding properly, finished smooth and sand papering, painting one coat with red oxide primer, including cost, conveyance, taxes of all materials, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. (Weight certificate way measurement will be produce at the time of bill)

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

Supplying & fixing OMS step iron of required size embeded with cement concrete as per the detailed drawing and direction of Engineer-in-charge.

Supplying all materials, labour, T&P, fitting and laying in trenches PVC pipes & fittings of approved make confirming to IS-4985 and specials of the following outside diameter and classes including jointing with supply of approved solvent cement by non heat application method including testing etc complete as per the PH specification and direction of the Engineer-in-charge. (Earthwork to be measured separately)

110mm Dia

160mm Dia

Providing and laying in trench cement concrete ( 1:4:8 ) with 40mm size hard granite metal in the following type of bedding for pvc pipes of the following internal diameter including curing complete as per specification

110mm Dia

160mm Dia

Supplying all materials, labour, T&P and necessary materials towards laying of 250mm dia RCC NP2 Hume pipe push tight joint type (including cost of RCC Hume pipe) over PCC bed with plastic rope without damage to the pipe with all convenience the materials to site and including all taxes all complete as per direction of Engineer-in-charge.

Supplying all materials, labour, T&P and fitting and fixing of PP flanzed end ball valve of 100mm Dia confirming to the relevant IS specification and dimension including fixing it in position along the pipeline with supply of all required materials such as rubber insertion, nuts & bolts including cost of all materials, taxes, and duties, transportation charges from store to site etc all complete as per the direction of Engineer-in-charge.

Providing and lying plain cement concrete of (1:2:4) in foundation and floors using 12 mm. Size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

K.N.Mishra Constructions (India) Pvt. Ltd.