Development work under Chief Minister Development Fund

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 15m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

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 : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

12 mm cement plaster :1:4 (1 cement : 4 coarse sand)with a floating coat of Neat cement punning.

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for all heights :Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Washed stone grit plaster on exterior walls height upto 10metre above ground level,in two layers,under layer12mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement per square metre, toplayer 15mm cement plaster 1: 1/2:2 (1cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size), inpanels with groove all around as per approved pattern,including scrubbing and washing the to player with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum

Providing and laying RMC of M-25 grade by using minimum 330 Kg. of cement (43 grade OPC) per Cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slops and camber, finishing by contractor/ expansion, construction of cross/ longitudinal joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge(cost of joint filler & sealants shall be paid for separately under relevant item). Note : The cement considered In RMC M-25 is 330Kg/Cum. If any deviation in quantity on lower side is observed subject to approval of Job Mix formula by engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted. RMC M-25 with cement content less than 300 KG/cum shall be rejected. Excess cement used more than 330 kg/cum will not be paid).

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia

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 up to 50 and for all lift.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make a Leg Curl & Extension Machine that contains a leg extension/curl dual action section that is affixed to the main monolitic curved arc tube central pillar without any convex sides of 89mm OD and min wall thickness of 3 mm & has a 8mm thick, 40cm gusset support using a ONE A.R.M MODULE ( Angular resistance, bearing less module ) that works as dual action [push and pull / extension & contraction]. The ARM must be bearing less, shock less, drop less and provide 0-30 kg resistance. The seats are fixed to the main curved central pillar and do not move up and down - [Are immovable] to ensure it is safe & stable, zero drops and support disable people to use the product without risk of falling or slipping off. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. The seat must consist of PU Polysafe cusions seats. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make Double Tai Chi Teflon Resistance Trainer. The unit must consist of 4 wave shaped fan blades made of high grade poly-ethylene, with rotate free grips & without any holes or gaps to prevent entrapment. The blades are attached to an ergonomically curved, monolithic large arc tube center pillar without convex sides & minimal deformation to provide a pleasing, mordern aesthetic look. The wall thickness of the main curved center pillar is minimum 3 mm & has a 8mm thick, 40cm gusset support. The blades are connected to high grade Teflon resistance maintainance free bearings. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make Double Shoulder Press Station that must contain of two A.R.M MODULES ( Angular resistance, bearingless module) that works as dual action [push and pull / extension & contraction] connected to a main center pillar of OD 89mm of min 3mm thickness. The A.R.M must be bearingless, shock less, drop less and provide 0-30 kg resistance. The seats are fixed to the main post and do not move up and down - [Seats are immovable] to ensure it is safe & stable, zero drops and support disabled people to use the product without risk of falling or slipping off. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. The handles are of 3mm Endu-Rubber with aluminum cap locking anti vandal system. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make a three person body twister station that consists of three swivel stands that rotates but with a built in safety limitor that meets international safety standards as the arms and shoulders of the user are held square in the overhead hold that is fixed to a monolithic large arc tube center pillar without convex sides & minimal deformation ergonomically curved. The Center pillar has an OD of 89 mm, the wall thickness is min 3 mm & has a 8mm thick, 40cm gusset support at standard height of 1.4m. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make a Foot Cycle that has a central pin which connects the 2 heavy flywheels & which has 2 main bearings and in addition has a TEFLON RESISTANCE BEARING which locks the pin and creates resistance to the spin. The central pillar is a monolithic large arc tube without convex sides & minimal deformation which is ergonomically curved with an OD of 89 mm, the wall thickness is min 3 mm & has a 8mm thick, 40cm gusset support at standard height of 1.4m. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. The seat must consist of PU Polysafe cushions seats. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

Providing Fixing and Installation of Arihant /Kompon /Landscape /Koochie /Hugo / Grandslam Fitness Make an ELIPTICAL cross trainer that consists of a central pin which connects the 2 heavy flywheels & which has 2 main bearings and in addition has a DUPLEX TEFLON RESISTANCE BEARING which locks the pin and creates resistance to the spin. The central pillar is a monolithic large arc tube without convex sides is & minimal deformation ergonomically curved with an OD of 89 mm, the wall thickness is min 3 mm & has a 8mm thick, 40cm gusset support at standard height of 1.4m. All fasteners to be of 304 stainless, Torx Anti Vandal Fasteners, All nuts enclosed in Polyamide Anti Vandal Caps. Finishing to be Metalized / Plasma zinc injection + Dupont/Alexta outdoor use color powder electrostatic coating. The handles are of 3mm rubber with aluminum cap locking anti vandal system. All complete fixing of equipment in foundation is to done as per the direction of engineer in charge or as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge

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