Tender For Additional Work Of design supply installation testing and commissioning Of Mbbr Based Cetp Of 650 Kld Other Allied Works Including Electromechanical And Civil Works At Govt. Smgs Hospital, Jammu- 1 CIVIL WORKEarth 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 up to 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: lead up to 50 meter beyond 1 m from cutting edge. All kinds of soil: 2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 3 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) 4 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:4:8 or leaner mix (i/c equivalent design mix) 5 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 6 Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:Water bound macadam road. 7 Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:Bituminous road. 8 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work up to plinth level with: 1:3:6 (1 cement: 3 coarse sands: 6 graded stone aggregate: 20 mm nominal size) 9 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work up to plinth level with: 1:4:8 (1 cement: 4 coarse sands: 8 graded stone aggregate: 40 mm nominal size) 10 Centring and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete 11 Centring and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. 12 Centring and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 13 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 14 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 (1cement: 6 coarse sand) 15 Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level up to floor five level 16 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, shuttering, finishing and reinforcement. All works up to plinth level1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) 17 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, shuttering, finishing and reinforcement. All works up to plinth level1:2:4 (1 cement: 2 coarse sands: 4 graded stone aggregate 20 mm nominal size) 18 Cement concrete flooring 1:2:4 (1cement: 2 coarse sands: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. 19 20mm cement plaster finished with a floating coat of neat cement of mix:1: 4 (1cement: 4 fine sand) 20 Neat cement punning 21 Providing Gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sands: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. 22 Providing and applying white cement-based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick 23 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work (two or more coats) over and including priming coat with water thinnable cement primer 24 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. 25 Finishing walls with acrylic smooth exterior paint of required shade on new work (Two or more coats applied @ 1.67 Liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) 26 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work 27 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. completeFLOOR TILE --600mmX600mm 28 Chequered 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 (1cement: 4 coarse sand). ordinary cement without any pigment. 29 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm Dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of Dia 4 mm 30 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm Dia 10 meter openable length ( total length 90m), having 50 no’s rounds per 6 meter length, up to 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/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) 31 Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 32 Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws complete: Ridges plain (500 - 600mm) 33 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. M.S. tube 34 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 35 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sands: 10 graded stone aggregate 40 mm nominal size) including bed concrete as per standard design. All around S.W. pipe. 250 mm diameter S.W. pipe 36 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 37 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover withframe (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg): With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 38 Extra for depth for manholesSize 90x80 cm. With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 39 Extra for depth for manholesSize 120x90 cm.With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 40 STONE WARE PIPES AND FITTINGSProviding, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete. 250 mm diameter S.W. pipe 41 Providing & fixing PVC pipes 6 kg/ cm2 pressure excluding PVC fittings, jointing with adhesive/ seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion of approved make Supreme/ Finolex/ Astral or equivalent. 110mm 42 Providing and laying PVC accessories and fitting of approved makeSupreme/ Finolex/ Astral or equivalent110mm dia Door Tee 43 Providing and laying PVC accessories and fitting of approved makeSupreme/ Finolex/ Astral or equivalent110mm dia Plain Bend 44 Providing and laying PVC accessories and fitting of approved makeSupreme/ Finolex/ Astral or equivalent110mm dia Collar 45 Providing and laying PVC accessories and fitting of approved makeSupreme/ Finolex/ Astral or equivalent110mm dia P-Trap 46 Providing and laying PVC accessories and fitting of approved makeSupreme/ Finolex/ Astral or equivalent110mm Door Bend 47 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sands: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm diameter. 48 Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 100 x 100 mm size P type. With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5. 49 Carriages for materialSand for an average lead of 10 Kms. 50 Carriages for materialStone aggregate below 40mm size for an average lead of 10 Kms. 51 Carriages for materialStone aggregate 40mm and above 40mm size for an average leadof 10 Kms 52 Carriages for materialBricks for an average lead of 20 Kms 53 Carriages for materialDisposal of Earth/Mulba for an average lead of 15 km 54 ELECTRO-MECHANICAL ITEMSSupply, installation, testing & commissioning of non-clogging type submersible type pumps capable of solid up to 20mm having SS/CI impeller complete with mechanical seal & all accessories motor of require rating & capacity. All work must be carried out according to site requirements and as per instructions of Engineer-in-chargeAll provision of guide ropes to guide submersible pumps from upper level to operational level in sump basin with channels/angle section of MSEP shall be made by the STP contractor. 1 set = 1 pump working + 1 pump stand by. Flow rate: 0.60cum/hr, head: 25-30 mtr with delivery and suction arrangements including piping, bends, valves and other allied accessories like water level sensors compatible with sewerage/effluent waste for automatic start and off of the pumpset, etc. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge 55 All provision of guide ropes to guide submersible pumps from upper level to operational level in sump basin with channels/angle section of MSEP shall be made by the STP contractor. 1 set = 1 pump working + 1 pump stand by. Flow rate: 1.0cum/hr, head: 25-30 mtr with delivery and suction arrangements including piping, bends, valves and other allied accessories like water level sensors compatible with sewerage/effluent waste for automatic start and off of the pumpset, etc. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge 56 Providing, laying electrical, cabling wiring with suitable GI tray with all accessories. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge 57 Electrical panels starter for pumps & motors. Design, Fabrication, supplying, installation, testing & commissioning of 14-gauge CRCA sheet steel. Panel shall be treating anticorrosive process before painting. Earthing terminal shall be provided for 3 phase/1phase, 50hz. Electrical panel starter be made in such a way so as to pump-motor set work automatically using water level sensor system with a manual override system in case of failure of automatic system. Supplying system quoted rate shall be inclusive with earthing from panel to each pump. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge 58 Supply of LED based 75-80W Flood light, housing made up of pressure die cast aluminium, minimum system efficacy of 100 lumen/Watt and a minimum system lumen output of 8000 lumens, CRI of minimum 70; Colourtemperature should be of >=5700K, Ingress Protection of IP66 (lamp and gear Compartment both), mechanical impact resistance of IK-07. The fixture driver should have an operating voltage range of 140-270 V, surge protection of >=4KV, PF >0.9 and THD<10%. Job includes providing of proper electrical connections along with switches to these LED Lights and fixing of the same. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge 59 SITC OF 2MP IP PTZ Camera (2 No.) with PoE, motion & face detection support, weather proof standard IP66, lightning Proof, built in microphone, surge protection, certificate required ISO 9001, ISO 14001, ISO 27001, CMMI 5, BIS, GDPR & CYBER SECURITY Built in IR illuminator. All work must be carried out according to site requirements and as per instructions of Engineer-in-chargeSITC OF 5MP IP Camera (2 No.) outdoor camera with PoE, motion detection support, weather proof standard IP66, built in microphone, lightning Proof, surge protection, certificate required ISO 9001, ISO 14001, ISO 27001 & CYBER SECURITY Built in IR illuminator. All work must be carried out according to site requirements and as per instructions of Engineer-in-chargeSITC OF 5MP IP Camera (4 No.) indoor camera with PoE, motion detection support, lightning Proof, built in microphone, surge protection, certificate required ISO 9001, ISO 14001, ISO 27001 & CYBER SECURITY Built in IR illuminator. All work must be carried out according to site requirements and as per instructions of Engineer-in-chargeSITC of 1no. smart 32 TV, SATA Support capacity up to 4TB, recording, HDMI, VGA, USB for backup/upgrade/mouse, Smart phone support: IOS/ANDROID. All work must be carried out according to site requirements and as per instructions of Engineer-in-charge
