Development of Kameshwar Temple by way of beautifying Park, Illumination, Gate Open Air Shed and allied works at Akhnoor under Capex Plan 2025-26

Labour engaged for cleaning of existing Site and various types of urgent work

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil :

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge

All kinds of soil :

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.

All kinds of soil :

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. All Kinds of Soils.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete UPTO PLINTH LEVEL

Centering and shuttering including strutting, propping etc. and removal of form work for :-

Foundations, footings, bases of columns etc. for mass concrete

Suspended florrs, roofs, landings, balconies and access platforms

Lintel, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillar, Pier, abutments, posts and struts

Edges of slabs and breaks in floors and walls

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand)

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

Structural steel work 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 hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.

VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching Pigments etc. complete

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .Ordinary cement without any pigment

CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1:6 (1 cement : 6 fine sand)

15mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand)

6MM CEMENT PLASTER 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)

12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand)

Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade

EXTERIOR FINISHING Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.

Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curvedsurface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gram/m2

Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2

Providing and fixing 15cm wide 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gram/m2

40mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand), including pointing with cement mortar 1:2 ( 1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone and curing complete.

Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing, polishing and curing complete with: White Second quality material and required pattern approved by Engineer-in-Charge: 18mm thick

Providing and laying gang saw cut of specified thickness, mirror polished pre- moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in Charge. 18 mm thick

Nozzles for Fountains (Details of Nozzles) Crown Jet Nozzles to the fountain in a variety of finishes, shape and design, Manufactures of water fountain Nozzle size 3/4" inch

Vertical Jet Nozzles to the fountain in a variety of finishes, shapes and design manufactures of fountain Nozzles size 3/4" inch

RGB Colour Changing lights (waterproofing lights) including layings volts 12 DC, Watt 27 Watt rating in 68/CE/Rotis Model No. PWTSS304Rings

G.I Rings (B) Class 6 ft Dia (+,-) 1 ft G.I Ring 1.5' Inch with complete Assembly with fitting stands. This ring is used for Crown Fountain only is approve by (PMT)

G.I Rings 2" Inch with complete Assembly with fitting and stands ties rings is used for crown Ring fountain only

Electric Panel 16 Guage CRC Shed Power Coated, Contractor overload Relay with face and ON/Off Indicator, Protection Circuit assembled with L&T/TC or equivalent of PWT Make

Detail of RGB Power Load for lights with DCC Programmeable controller for lights) Amps. 10, & Volts IR of PMT Maker

Details of Open Wall Submersible Pump Kirlosker/Crompton 3 HP Open well Submersible Pump Kos- 325 + Power 3HP (2.2 KW) Phase Three- Phase Head 10 to 18 mt. flow rate 7.6 to 2.2 lit/sec inlet/outlet: 65 x 50 mh 2.5" x 2.0" of Kirlosker/Crompton Make

Submersible pump Kirlosker/Cropton 1HP open well Submersible Pump Kos 225 + Power 1 HP (1.0 KW) Phase single- Phase

Detail of electrical wiring necessary electrical submersible wiring for water body Pump RGB Lights and water switch for conduit pipe Band, Submersible Tape PVC Tape etc For RGB Lights = 4 Core 1.5 mm 1 let (LMR) (All wires are in copper & ISI Mark of approved Brand)

For Submersible Pump Score 2.5 mm (LMR) (All wires are in copper & ISI Mark of approved Brand)

Detail of Plumings Work Plumbing Material Pipe fitting, Elbows, Tee Sockets, Reduces Jointing all necessary Plumbing items in water bodies (Complete Job) Material :- UPVC, CPVC, G.I, PV. All item are ISI Marks and of approved Brand incl. installation complete job

Providing/Fixing of LED lights for lightening of Gates 200Watts including conduits and necessary fittings/accessories complete item

Providing/Fixing in position Retroreflective sign board with Tourism Logo complete as per directions of Engneer-in-Charge

.Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paidseparately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick

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

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Mixing earth and sludge or manure in proportion specified or directed by officer in charge.

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking the clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of sludge or manure after reduction by 8 %), flooding with water, filling with the earth if necessary, watering and finally fine dressing, leveling etc. including stacking & disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 mtr. and lift upto 1.5 mtr. complete (cost of sludge, manure or extra earth to be paid for separately)

Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete.

Supply and fixing steel benches 3 seater made of wrought iron legs and arms sitting of and back of MS hallow pipe primimg and painting with two coats of synthetic enemel paint , each bench shall be formly fixed with cement concrte 1:3:6 platform including earthwork designed by Engineer in Charge

Supply and fixing Hut type double pole hanging dustbin of stainless steel grade 304 of sixe 380mm dia, 250mm height from ground level , container height 1070mm ,vertical pipe 58mmdia , stand height 1300mm (+)10mm , hut sheet size 580mmx 1150mm embeded in cement concrete mix 1:3:6

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Engaging Malli for maintaining of newly planted grass and plants by way of watering of grass and plants,and spreading of fertiliser etc

(Arm Wheel) : Providing, designing and fixing of arm wheel in a pair of fabricated steel withmain post of 114mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanizedand power. All pipes are robotic welded with joints as necessary and dressed off removing sharp edges and burrs.Zinc primer paint to be applied at all welding points prior to finishing. base plate cover shall be made of plasticwith rounded edges to prevent any impact of injury and UV resistant. Bearing used shall be maintenance free,duly oil sealed and self lubricated. All open ends of pipe to be closed by GI/LLDPE caps for user safety. Theequipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once theconcrete is set, fix the equipment on to it and cover nuts and bolts with the base plate. All complete as perdirection and approval of engineer-in-charge regarding material, shape of equipment, colour on metal, seat andbase cover plate and fixing of equipments etc. Subject to actual

(Twister Triple) : Providing, designing and fixing twister fabricated with main post of114mm dia and 2.5mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized and power.All pipe are welded with joints as necessary and dressed off removing sharp edges and burrs. Zinc primer paint tobe applied at all welding points prior to finishing. Base plate cover made of plastic with rounded edges to preventany impact of injury and UV resistant. Bearing used shall be maintenance free, duly oil sealed and self lubricated.All open ends of pipe to be closed by GI/LLDPE caps for user safety. The equipment to be fixed on ground withconcrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix the equipment on toit and cover nuts and bolts with the base plate. All complete as per direction and approval of engineer-in-chargeregarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. Subject to actual

(Horse Rider Station) : Providing, designing and fixing of horse rider station fabricated with main post of 114 mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick all pipes made upof hot rolled tubular steel and hot dipped galvanized and powder coated using. All pipe are welded with joints asnecessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding pointsprior to finishing. Seat and base plate cover to be made from plastic with rounded edges to prevent any impact ofinjury and UV resistant. Bearing used shall be maintenance free, duly oil sealed and self lubricated. All open endsof pipe to be closed by GI/LLDPE caps for user safety . The equipment to be fixed on ground with concrete of minimum strength M-25 and J shape welded bolts and once the concrete is set, fix theequipment on to it and covernuts and bolts with the base plate. All complete as per direction and approval of engineer-in-charge regardingmaterial,shape of equipment, colour on metal, seat and base cover plate and fixing of equipments etc. Subject to actual

Planting of Trees

PLUMERIA ALBA Ht 5'-6"

ACALYPHA (RED) Ht 1'-0" - 1'-6"

RAPHIS EXCELSA Ht 2'-0"

SCHEFFLERA VARIEGATED (YELLOW) Ht 2'-0"

WASHING TONIA PALM Ht 5'-0" and above

FOXTAIL PALM Ht 6'-0" and above

BOTTLE PALM Ht 6'-0" and above

Rose Plant

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate below 40mm /sand size for an avg. lead of 10 Kms.

Earth for avg 10 Kms

Disposal of unserviceable material for an avg. lead of 2km

Brick for avg 10 Kms

It should be noted that the bidding contractor should get the structural drawings duly vetted from the recognized Govt. Insttitute viz NIT/GCET/DIQC/IIT before starting the work.

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