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Tender For Provision Of Certain Revenue Works At Lgj Mil Stn, Ganganagar-Rajasthan

Military Engineer Services has published Tender For Provision Of Certain Revenue Works At Lgj Mil Stn. Submission Date for this Tender is 10-10-2025. Paver Blocking Tenders in Ganganagar Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

51322585
Tender For Provision Of Certain Revenue Works At Lgj Mil Stn
Tender
Indian
Rajasthan
Ganganagar
10-10-2025

Tender Details

Tender For Provision Of Certain Revenue Works At Lgj Mil Stn; 1 Supply & fixing HDHMR Board , 18/19mm thick both side laminated one side decorative and other side plain, density over 850kg/cum, having a class A fire rating, grade 2 quality, interior grade,as incupboard shutter, back board & office table revolving draws shutters vertical support and office computer table fixed with screws , L bend or necessary fittings tomount on wall or toframe work complete all as per direction of Engineer- in-Charge Note : All exposed edges/surfaces to be finished with same laminated sheet to match with the other surfaces and nothing will be paid extra.Design and pattern will be finalized as per site reqmt.. 2 Supply & fixing steel soft close hinge with 35 mm cup dia ful overlay 110 degree opening suitable for 18 mm thick shutter complete all as specified and as directed by Engineer-in-charge . 3 S & F Chrome plated handle of size 150 mm for cuboards/shutters fixed with screws complete all as specified and as directed by Engineer-in-charge . 4 S & F magnetic closer of suitable size for cuboards fixed with steel screws complete all as specified and as directed by Engineer-in-charge . 5 S & F hydraulice silent soft closing channel for drawers of size 400 mm length cupboards fixed with screws complete all as specified and as directed by Engineer-in-charge . 6 S & F Hasp and staple 75 mmmild steel, wire type, stove enamelled back including bolt to hinge plate and fixed screws as approved by Engineer-in-charge . 7 S & Flock for cup boards with two type keys and hole cover (silver painted finish) fixed with screws complete all as specified and as directed by Engineer-in-charge . 8 Material & Labour for mild steel work conforming to Fe-290 (E-165) as in grills, gratings etc. with ends of bars shouldered and/ or rivetted or forged into spikes; framed guard bars, walkways, railing, framed work of water tanks and similar works complete all as directed by Engineer-in- charge 9 M&L for preparation of new steel surfaces of any description over 10cm width or girth and applying a coat of red oxide zinc chrome primer andtwo coats of synthetic enamel paint (for steel surfaces) including preparation of surface complete all as specified. 10 Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc including removing rubbish from the site to outside of MOD land complete all as specified and directed by Engineer-in-Charge. 11 M&L for rendering 15mm thick in cement mortar1:6 on other than fare face of brick work or concrete surfaces and finishing the surface even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. 12 M&L 15 mm thick cement plaster in CM 1:4 mixed with liquid WPC as per manufacturers instructions finished even and fair on fair surfaces of concrete / brick walls complete all as specified and as directed by Engineer-in-Charge. Note : WPC shall be measured and paid for separately under relevant item as supplying only. 13 M & L rendering 10 mm thick in cement mortar (1:3) on fair faces of concrete surfacesof ceiling finished fair and even without using extra cement complete all as specified & directed by Engr-in-charge. 14 M&L for two coats ofacrylic distemper on newly plastered surfaces of walls paint over 1 mm thick wall care putty including preparation of surfaces complete all as specified and directed by Engneer -in-Charge . 15 Supply only Integral water proofing compound complete all as specified and directed. 16 M&L for complete removal of existing treatment and two coats of acrylic distemper over and including one coat of primer and 1 mm thick wall care puttyonplastered surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer-in-Charge. 17 M&L for preparation and applying three coat of white wash on newly plastered surface of ceiling etc with one kg of unslaked lime mixed with 4.00 ltr of water to make thin cream, screened after 24 hrs and mixing on kg of gum desolved in hot water per one cum of cream, 1.30 Kg of sodium cloride/10 Kg of lime and untramine @ 3.0 grms/Kg of limecomplete all as specified and as directed by Engineer-in-Charge. 18 M&L for preparation ofnew plasteredsurface of walls and applying two coats of cement base painton a coat of primer with alkali resistant priming paint complete all as specified & directed 19 Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.. 20 M&L for 100mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base below floors all specified and directed. 21 M&L PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in roof kerbs or mud stops, and like rounded or chamfered on edges including necessary form work etc complete all as specified and directed by Engr-in-Charge. 22 Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 25 mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compa ction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed by Engr-in-charge. 23 M&L for 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 including making joints with or without grooves (thickness of joint except at sharp curveshall not to be more than 5mm), including making drainage opening wherever requiredcomplete all asspecified and directed by Engr-in-charge. 24 M&L for old size brick work with sub class B bricks straight or curved any radius , built in cement mortar (1:4) all as specified & directed. 25 M&L for old size brick work with fly ash bricks straight or curved any radius, built in cement mortar (1:6) all as specified & directed. 26 M&L fly ash brick work with sub class B brick straight or curved on plan any radius half brick thick wall, built in CM 1:4 complete all complete and as specifed and directed. 27 Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning soft soil, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed. 28 M&L PCC 1:4:8 type D2 using 40mm graded aggregate as in foundation, filling & mass concrete complete all as specified and directed. 29 M&L PCC 1:3:6 type C2 using 40mm graded mechanically crushed stone aggregate as in surface channels and drains bed etc complete all as specified and directed. 30 M&L for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates and conforming to Fe 290 (Gde- E- 165) quality- A complete all as specified and directed 31 Supply and fixing for coloured galvalume profile sheet in roofing shall be with feed material manufactured from 0.50 mm (minimum) base meta thickness (BMT), minimum 550 Mpa yield strength and shall confirm to physical specifications of ASTM-792 or equivalent, colour coatedgalvalume sheet shall have maximum pitch of 250 mm C/C and minimum 28 mm crest depth in length as per site requirementThe steel sheet shall be coated with hot dip metallic, aluminium Zinc alloy (55% Aluminium,43.5% Zink, 1.5% silicon) coating AZ 150 as 150 gm/Sqm total on both sides). The cost of sheet for velly gutters, in as required shape as per site are included. The sheet should be crimp curved at the ends of approx 2ft to 3ft. The contractor shall submit manufacturer test certificates for the chemical and mechanical properties, confirming genuinity of material including base metal thickness must be submitted for approval to GE prior to the installation/fixing. The manufacturer of sheet should submit related documents for expected product services performances of pre painted metal sheet as per relevant ASTM/IS. Manufacturer’s recommended installation methodology, all types of accessories considered for roofing. Fasterns shall be coloured baked enamel supper durable, polyester withsilicon coating of film thickness of minimum 25 micron (including primer) on top minimum 10 micron (including primer on interior fance. The paint shallbe shade as approved by GE. The sheet shall have wide pans with minimum 2 small stiffening ribs for effective with self-drilling screws as per manufacturer instructions completed all as specified and directed . Note : Total thickenss of sheet with BMT, AZ 150 coating and painting shall not be less than 0.575 mm the rate of flashing and chase cutting not exceeding one brick and embedding mortar are also included. 32 S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 33 Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cesspits, manholes, laying pipe line, laying of cables or fixing poles and stays and struts etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge. 34 Removing surplus soil to a distance n. exc 50 m and depositing where directed at level n. exc 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge 35 Returning filling in incl spreading, levelling watering and well ramming in layer n.exc 25cm thick complete all as specified and directed. 36 M&L for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregrate in foundation, including rafts, footing, foundation beams ; plinth beams; bases for columns, pillars etc complete all as specified and directed by Engr-in-charge.Note : Reinforcement shall be measured and paid seperately 37 M&L for Reinforced Cement Concrete1:1.5:3 type A-1 (using 20 mm graded crushed stone aggregates) as in beams, cantilever, lintels over 1.5 m,lintel bands etccomplete all as specified and directed. 38 M&L for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded mechanically crushed stone aggregrate in column, post and piers complete all as specified and directed by Engr-in-charge. 39 Material and labour for reinforced cement concrete (1:1.5:3) type A-1 nominal mix using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.(NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule. 40 M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified 41 S&F for TMT bars (Fe-500D) 5 mm dia over upto including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed. 42 M&L for broken stone of gauge n exc. 63mm, deposited, spread and levelled in layers n exc.15cm thick,watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge 43 M&L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded mechanically crushed stone aggregate as in plinth protection finished even and smooth without using extra cement with & including 10 mm wide, 30 mm deep joints at the rate of 3.00 mtr centre to centre and at every turning & filling the joints with bitumen & sand mixture complete all as directed. 44 M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finish surface of concrete flat complete all as specified and directed by Engr-in-charge. 45 M & L for Formwork to fair finished surfaces soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified & directed by Engineer-in- charge. 46 M & L for Formwork to fair finished surfaces soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified & directed by Engineer-in- charge. 47 Formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surfaces of concrete and stanchions complete all as specified and directed by Engr-in-charge. 48 Formwork to edges of concreteflats, treads, breaks in floors,window cills, concrete railings, openings in concretewalls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similarwork exc 10cm but n exc 20cmwide complete all as specified and directed by Engr-in-charge. 49 M & L for treating the backfill in contact withfoundation at the rate of 7.5 litres ofemulsion per square metre of verticalsurface (Area of the sub structure in contactwith backfill to be measured) complete all as specified and directed by Engr-in-charge. 50 M & L for Treating the top surface of filled earth atthe rate of 5 litres of emulsion per squaremetre of surface complete all as specified and directed by Engr-in-charge. 51 M & L for Treating the soil under plinth protectionat the rate of 5 litres of emulsion per square metre of surface area 52 M&L for 75 mm thick PCC (1:4:8) type D2 using 40mm graded mechanically crushed stone aggregate all specified and directed. 53 M&L for machine cut pre-polished kota stone slab flooring 20-25 mm thick over cement screed base laid over cement screed base laid over and including15 mm thick screed bed incement mortar 1:6, set and jointed with grey cement slurry mixed with pigment to match shade of the slab including rubbing and plishing complete all as directed. 54 M&L for machine cut pre-polished kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillar laid over and including 10 mm thick backing coat in cement mortar 1:4 set and jointed in neat cement slurry mixed with pigment to match shade of the slab including rubbing and plishing complete all as directed. 55 M&L for glazed ceramic coloured tiles of size 450 x 350 x 7 mm thick on vertical surfaces such as skirting / dados over and including 10 mm thick backing coat in cement mortar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified and directed by Engneer -in-Charge 56 Material and labour for 7 to 8 mm thick non-skid ceramic colour (light shade) joint free tiles with matt finish premium quality having water absorption should be between 3% to 6%, square/ rectangular, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floor, set and jointed using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 including necessary cutting as per site requirement, complete all as specified and directed by Engineer-in-Charge. 57 S&F 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls complete all as specified and directed by Engineer-in-Charge. 58 S&F 75 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls complete all as specified and directed by Engineer-in-Charge. 59 S & F for PVC (SWR) junction single 110 mm (Single T) equal or unequal complete all as specified and directed by Engineer-in-Charge. 60 S & F for PVC (SWR) reducer complete all as specified and directed by Engineer-in-Charge. 61 S & F for PVC (SWR) bend 110 mm complete all as specified and directed by Engineer-in-Charge. 62 S & F for PVC (SWR) vent cowl 75 mm dia complete all as specified and directed by Engineer-in-Charge. 63 M&L for PCC (1:4:8) type D2 using 40 mm graded mechanically crushed stone aggregate as in concrete bed to drain pipes including packing under and haunching against the side of pipes of 150 mm bore after they are laid and tested all as specified and directed. 64 Supply and laying DWCPE (SN8) 180 (OD)/150 (ID) mm dieameter drain pipes as per IS-16098 (Part-II), Laid in trenches on moorum bed to required slope, including all accessories/fittings, jointing and tested including demolition of breaking up of old drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar)complete all as specified and as directed by Engineer-in-Charge 65 S & F 8 mm looking mirror of selected quality with bevelled edge mounted on stainless steel studcomplete all as specified and directed by Engr-in-charge. 66 S&F 20 mm ball valves high pressure of PTMT with epoxy coated aluminium rod & hihdesity plastec ball screwed for iron pipe and fixed.(Minimum weight 20mm - 210 gms) etc complete. 67 S & F20 mm bore chromium plated Angular stop valve of cast copper alloy screwed down high pressure with on/off handle screwed both ends for iron pipe or for unions and fixed all as specified and directed 68 S&Fvitreous china squatting pan Orissa pattern size 580 x 440 mm white with integral foot restsbut including CI P trap set in and including concrete fixed complete all as specified and directed by Engineer-in-Charge. 69 S & FPVC valveless syphonic action type flushing cistern (Low or high level) of 10 litre capacity, white/coloured with inlet ball valve, float, handle including fixing brackets and 32 mm bore PVC flush pipe complete all as specified and directed by Engneer -in-Charge 70 S&F vitreous china wash hand basin coloured Flat back of size 550x400mm,including 32mm dia chromium plated waste coupling long screwed shank andfly nut, flanged end bedded in red led cement and other end fixed and PVC waste pipe including cutting for and pinning in ends of brackets in CM 1:3 all as specified . 71 S&F 15mm bore Pillar taps/swan neck tap chromium plated cast copper alloy with capstan heads, screwed down, high pressure with or without catered Hot or Cold with long screwed sheuks and flynuts, screwed for iron pipe complete all as specified and directed by Engneer -in-Charge Note : Min weight of tap should be as per SSR Part-I 72 Supply & fixing300 mm long PVC connection 15mm size with PTMT nuts complete all as specified & directed by Engineer-in-charge. 73 S & FVitreous China urinals, half stall type, white with grating & union including spreader complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2,securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement;grating and Union for discharge pipe complete all as specified and directed. 74 S&F PVC (SWR) floor trap 75mm dia with grating including jointing with solvent cement complete all as specified and directed. 75 S&F grating doom 100 mm dia of Stainless steel (minimum weight 25 gms) complete all as specified and directed 76 S&FStop valve/angle ball, cast copper alloy,chromium plated, screwed down for high pressurewith crutch or butter fly handle,screwedboth endsfor ironpipe of 15 mm bore complete all as specified and directed. 77 S&F15mm bore Bib taps chromium plated cast copper alloy with capastan head screwed for iron pipe or brass ferrule complete all as specified and directed by Engneer -in-Charge Note : Min weight of tap should be as per SSR Part-I 78 Supply and fixing andtesting GI steel water tubing 15 mm bore ISI marked medium grade glavanised includign tube fittings viz Tees, socket bend elbows, union nipple etc screwed and socketed joint laid in trenches/under road/on wall or ceiling complete all as specified and directed by Engineer-in-Charge 79 Supply and fixing iand testing GI steel water tubing 20mm bore ISI marked medium grade glavanised includign tube fittings viz Tees, socket bend elbows, union nipple etc screwed and socketed joint laid in trenches/under road/on wall or ceiling complete all as specified and directed by Engineer-in-Charge 80 M&L for 40mm thick damp proof course in cement concrete 1:2:4, type B-0, 12.5 mm graded stone aggregateto horizontal or vertical surfaces including necessary formwork complete all as specfied and directed by Engr-in-Charge. 81 S&Fbrass chromium plated shower rose 125 mm of size with arm and with or without swivel joints to steel pipe or union complete all as specified and as directed 82 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 65 x 100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applyingPVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately) 83 S&F for Factory made single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of 35 mmthick size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. including supply and fixing following items :-(a)Stainless steel (304 Grade) Finished butt Hinges 100 mm, 4 Nos per leaf and table 6 of BIS 12817-2020 BIS Marked.(b)Stainless stell (304 Grade) finished square tower bold 200 mm long-2 Nos per leaf as per table 01 dia of bolt 12 mm as per BIS 12833.(c) Stainless steel (304 Grade) Finished Handles 200 mm-2 Nos per leaf. (d)Stainless steel (304 Grad) finished siliding bold 300 mm-1 No per leaf, 16 mm dia as per BIS clause (iii) of BIS 15834-2020. (e)Stainless steel (304 Grade) Finished Floor door stoper-1 Nos per leaf. 84 S&F for Factory made single extruded WPC (Wood PolymerComposite) glazed and skeleton plain flush door shutter of 35 mmthick size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. Including supply and fixing of stainless steel 304 Grade (natural finish) wire cloth complete all as direction of Engineeer-in -Charge indluding supply and fising of following items :-(a)Stainless steel (304 Grade) Finished butt Hinges 100 mm, 4 Nos per leaf and table 6 of BIS 12817-2020 BIS Marked.(b)Stainless stell (304 Grade) finished square tower bold 200 mm long-2 Nos per leaf as per table 01 dia of bolt 12 mm as per BIS 12833.(c) Stainless steel (304 Grade) Finished Handles 200 mm-2 Nos per leaf. (d)Stainless steel (304 Grad) finished siliding bold 300 mm-1 No per leaf, 16 mm dia as per BIS clause (iii) of BIS 15834-2020. (e)Stainless steel (304 Grade) Finished Floor door stoper-1 Nos per leaf.(f)Stainless steel (304 Grade) wire cloth fixing as per manufacture 85 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door frames/ Chowkhat of size 45 x 85 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and(maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum comp ressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction ofEngineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately) 86 S&F for Factory made single extruded WPC (Wood PolymerComposite) solid plain flush door shutter of 30 mm thick size comprising of virgin polymer of K value 57-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 550 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. including supply and fixing following items :-(a)Stainless steel (304 Grade) Finished butt Hinges 100 mm, 4 Nos per leaf and table 6 of BIS 12817-2020 BIS Marked.(b)Stainless stell (304 Grade) finished square tower bold 150 mm long-2 Nos per leaf as per table 01 dia of bolt 12 mm as per BIS 12833.(c) Stainless steel (304 Grade) Finished Handles 100 mm-2 Nos per leaf 87 Supply and fixing stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture1.18 in steel/ window frames complete all as specified and directed by Engineer in Charge 88 S & F 3.00 mm thick sheet glass, ordinary quality and glazing with oil putty/beading in squares n.exc 1.5 Sqmin each pane allas specified and directed. 89 Extra for forming fair finished drain orchannel 30 cm inner girth in cementconcrete, using ex- tracement, includingforms, moulds, mi- tred/stopped endsetccomplete all as specified and directed by Engineer in Charge 90 OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, thermal insulating elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index 109 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength 2 N/mm2 (ASTM D4541).(a) After proper surface preparation, Apply one coat of Primer for PU coatingas per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalentby brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat ofShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Note : (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicatorapproved by GE.(iii) The manufacturer/authorised applicactor shall give a warranty for the performance & durability for 10 years. 91 S&F for Rotational moulded polythene water storage tank 500ltr capacity vertical with closed top, ISI marked hoisted and fixed in position all as specified in SSR part-I. including 20 mm bore PTMT float valve, connection nipple 2 Nos complete all as specified and directed.. 92 M&L PVC (SWR) in repair gully trap 125 x 110mm, seting and jointing with solvent cement complete all as specified and directed. 93 M & L for surface dressing not exc 15 cm deep and getting out in soft/loose soil including clearing away all grass, vegetation, sapling, shrubs , brush wood, under growth, roots and trees n exc 30 cm girth removingrubbish upto distance exc 50 m and nexc 100 m complete all as specified and directed. 94 S&F drapery stainless steel rods, standrad quality, powder coated not less than 25mm dia with heads at both ends and middle support, ring etc. complete all as specified and directed by Engr-in-charge. 95 Supply & fixing factory made UPVC sliding window three track made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm) with or without provision of opening for cooler as directed including all fittings, steel roller system, locking arrangement etc., making arrangement for fixing of hardware, glass, wiremesh, grill etc all as per manufacture instruction and Drg No BTD-890/R and as directed.Note :(i) The unit rate quoted by contractor includes cost of all connected accessories except glass and wire mesh. Glass and wire mesh shall be measured and paid separately. Net Opening will be measured for payment purpose. Provision of all other items as shown on Drgs & Cutting holes of suitable depth in wall for inserting lugs etc including making gooddismantled portion with PCC (1:2:4) type B-0 using 12.5mm graded crushed stone aggregate and cement mortar (1:3) shall be demand to be include (ii)The width /height as shown in drawing are tentative, however the same shall be adjusted as per actual opening at site. Design and pattern of window will be decided by GE as per site requirement during execution at site. 96 Supply & fixing factory made UPVC window or ventilator side hung/top hung (glazed and gauge both) made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm) including all fittings like hinges, tower blot, peg stay, locking arrangement etc., making arrangement for fixing of hardware all as per manufacture instruction and refer Drg No BTD-890/R complete all as specified and directed.Note :(i) The unit rate quoted by contractor includes cost of all connected accessories except glass and wire mesh. Glass and wire mesh shall be measured and paid separately. Net Opening will be measured for payment purpose. Provision of all other items as shown on Drgs & Cutting holes of suitable depth in wall for inserting lugs etc including making gooddismantled portion with PCC (1:2:4) type B-0 using 12.5mm graded crushed stone aggregate and cement mortar (1:3) shall be demand to be include (ii)The width /height as shown in drawing are tentative, however the same shall be adjusted as per actual opening at site. Design and pattern of window will be decided by GE as per site requirement during execution at site. 97 Cutting in to existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for as specified dia of pipe 150mm. 98 Material andlabour for applying 10 mmthick rendering/screed in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and directed by the Engineer-in-Charge 99 Material and labour for concealed Point wiring for one light point controlled by oneswitch (using red, black and green colour wires as colour coding) complete with 2.5 Sqmm(nominal cross section area) single core FRLSH PVC insulatedunsheathed and multi strand copper conductor cable 1100 volt (ISI marked)drawn through andincludingPVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including Pressed steel powder coated sunken terminal box suitable for modular switch socket (Min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switch, including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3), including fixing ofswitches complete all as specified and as directed. (switches shall be measured and paid separately under appropriate item of BOQ ). 100 All as per srl item No 99 above, but for3 pin 5 Amp socket outlet on the same board with other switch, sockets complete all as specified and as directed. (switches, sockets etc shall be measured and paid separately under appropriate items) 101 All as per srl item No 99 above, but for one 3 pin 5 Amp socket outlet on independent board complete all asspecified & directed (switches, sockets etc shall be measured and paid separately under appropriate items) 102 Material and labour for concealed Point wiring for onesocket out let 15/16 Amps point controlled by one switch (on independant board) (using red, black and green colour wires as colour coding) complete with 4 Sqmm (nominal cross section area)single core FRLSH PVC insulatedunsheathed and multi strand copper conductor cable 1100 volt (ISI marked)drawn through andincludingPVC conduit 20mm dia (medium duty, ISI marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including Pressed steel powder coated sunken terminal box suitable for modular switch socket (Min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches / socket, including provn of 4 Sqmm single core FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3), including fixing ofswitch, socket complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of BOQ) 103 Supply and fixedmodular switch 6Amps, single pole, one way (1 module) complete all as specified and as directed by Engineer-in-charge. 104 Supply and fixed modular switch 6/16Amps, single pole, one way (1 module) complete all as specified and as directed by Engineer-in-charge. 105 Supply and fixed modular Socket outlet multipurpose type 2in 1, 3 Pin 6 Amp, flush type (2 module) complete all as specified and as directed by Engineer-in-charge. 106 Supply and fixed modular Socket outlet multipurpose type 2 in 1, 3 pin,6/16 Amp, flush type (2 module) complete all as specified and as directed by Engineer-in-charge. 107 Supply and fix ceiling rose surface bakelite two to three terminals/plate 5 amps complete all as specified and directed by Engr-in-Charge. 108 S & FLamp holder incl LED lamp 9 watt, insulated body with back plate etc all as specified and as directed. 109 Supply and fixing LED tube light fitting polycarbonate housing 1 x 20Watt, appx 4 feet long, with decorative box linear, housing environment friendly, including electric connection with using 2 core flexible copper conductor cable 23/0.00076 from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 110 Lumen per watt.(b) Input Voltage range : 140 to 270 volts.(c) Temp operating range : Minus 5°C to Plus 45°C(d) Power factor : Minimum 0.95 (e) THD : Current THD Max10% and voltage THD max 5%(f) IP rating : IP-20.(g)LED Driver of the same make as of the luminaire.(h) LED driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(j) Surge protection minimum 2.5 kV. (k) CCT : Minimum 6000K(l) CRI : Minimum 80 (m) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily) 110 Supply and hanging /fixing ceiling fan 1200 mm sweep AC Supply (Input Voltage Range ; 120 to280V), BLDC type, 5 star rated, BEE and ISI Marked super enamelled, copper winding of B class insulation, single phase, maximum 30W (± 10%), Temperature rise 40 degree maximum without remote with and including capacitive regulator, 03 No blades, down rod including accessories, white colour, total harmonic less than 10%, 5 speed, hanging in position including making connection with flexible cord three core twisted copper conductor of suitable sizefrom ceiling rose to fan complete all as specified.Note :- (i) Serial Number as issued by Engr-In-Charge of celing fan and GE Office name shall also be written on fan with red colour permanent marker and fixing of regulator on switch board, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account 111 Material and labour for concealed sub main wiring (using colour coding such as red, black, white, green colour or as directed) with 6 Sqmm single core (03 run i.e 2 runs for main phase and neutral, 01 run for continues as earth wire) FRLSH PVC insulated unsheathed multistrand copper conductor cable drawn through and including PVC conduit 25mm dia (medium quality ISI marked), for independent circuit including all fitting arrangement i.e. PVC clamp, rawl plug, screw, PVC junction box, tee, bend etc. and including cutting of chases in wall and making good disturbed surfaces of walls as per original complete all as specified and as directed.Note :- Three runs of copper conductor cable and one run of PVC conduit including accessories shall be measured and paid as one unit (one RM length) for payment and extra length of cables required for connection to MCBs/DB shall not be measured and the cost for the same shall deemed to be included in the unit rate. 112 Supply and fixing (concealed flush to wall) factory made DB (made out of CRCA sheet not less than 1.2mm thick, fitted with DIN channel neutral link and 200 Amp rated bus bar) SPN, 8 Way 240V, suitable for mounting MCB/Isolator etc, conforming to IS-13032, DB shall be semi glosy finished with epoxy polyster based powder paint sprayed and backed at high temperature between powder paint process to ensure smooth finish and protection against corrosion atmosphere. The DB shall be double door type with hinged door with locking arrangement, the DBs shall be same make as MCBs, DB shall be provided with level marking indicating the incoming and outgoing circuits on always as specified. The DBs shall be of IP-43 protection class, and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge.Note :- MCB/Isolator etc shall be measured and paid separately under appropriate item of BOQ. 113 Supply and fixing MCB ‘C’ curve suitable for 230 volts AC supply, 6 to 32 Amps, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA,fixing in DB complete all as specified and as directed by Engineer-in-charge 114 Supply and fixing MCB ‘C’ curve suitable for 230 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA,fixing in DB complete all as specified and as directed by Engineer-in-charge 115 Supply and fixing blanking plate suitable for any type of DB complete all as specified and as directed by Engineer-in-charge. 116 Supply and fixing energy efficient LED security light fitting of 35W pressure die cast aluminium housing/body, heat resistant clear toughened glass,better optics for uniform distribution street luminaire, with driver, including electric connection with using 2 core flexible copper conductor cable 1Sqmm from ceiling rose to light fitting, fixing the light fitting with new bracket made out of GI tubing light grade 32mm dia, 1.5 metre long bent to shape at 120 degree angle at half metre from bottom, including two Nos clamps made out of MS Flat iron size 25x3 mm with suitable nuts and bolts for fixing of bracket including painting to MS clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer, complete fitting with all accessories and following specifications, complete all as specified and directed by Engineer-in-Charge :- (a) Lumen system efficacy of luminaire should be minimum 110 Lumen per watt.(b) Input Voltage range : 140 to 270 volts (c) Temp operating range : Minus 10°C to Plus 50°C (d) Power factor : Minimum 0.95(e) THD : Max10%.(f) IP rating : IP66. (g) IK rating:Minimum IK07 (h) Built in potted LED Driver of the make as of the luminaire.(j) LED driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(k) Surge protection 10 kV (inbuilt + extended) (l) CCT : 5700 K. (m) CRI: Minimum 70 (n) Lens - High Efficiency wide angle lens. (o) BIS Approved fixtures and driver (p) Rated life time : 50000 burning hrs @L70 (Average 10 to 12 hrs daily) 117 M&L for earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead ofGI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire.galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel and wire mesh, PCC chamber in cement concrete (1:2:4) type B-1and CI cover with frame all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. Notes :- (i) 20 mm dia GI pipe for watering to be provided with a socket and plug and should be 10 cms above ground level. (ii) Outer edge of earth pit will be 1 metre away from the outer edge of PCC chamber. (ii) GI wire upto DBs earth connection is included in this item.(iii) Water pipe shall be provided in slanting position 118 Supply and laying and testing cable LT XLPE insulated, screened, PVC bedded, glavanized steel strip or wire armoured, electric power cable (heavy duty) 1100 volt grade with stranded aluminium condutor size 16 Sqmm 4Core including making necessary electrical connections by using AI thimbles of appiropriated size complete all as specified and directed Note : Excavation, earthwork will be measured and paid separately under respective item respective item of BOQ.. 119 Supply and fixing and testing GI steel water tubing 25mm bore ISI marked medium grade glavanised includign tube fittings viz Tees, socket bend elbows, union nipple etc screwed and socketed joint laid in trenches/under road/on wall or ceiling complete all as specified and directed by Engineer-in-Charge 120 S&F gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed of 25 mm bore complete all as specified and directed 121 S & F DWC pipe of size 40 mm dia including all necessary fittings for cables protection all as specified and directed by Engineer-in-Charge 122 Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule A/BOQ

Key Value

Document Fees
INR 500 /-
Tender Value
INR 28.12 Lakhs /-

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