Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 5 a cluster of central warehouses located at Katihar and Kishanganj (Bihar) on Annual rate Contract basis

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 getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Columns, piers, abutments, pillars, posts and struts

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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)

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

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

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Mild steel and Medium Tensile steel bars

Thermo-Mechanically Treated bars of grade Fe-500D or more.

All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

All works above plinth level upto floor V level

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

quintal

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement mortar 1:3 (1 cement :3 coarse sand)

Cement mortar 1:4 (1 cement :4 coarse sand)

From ground level upto plinth level

Above plinth level upto floor V level

From ground level upto plinth level

Above plinth level upto floor V level

Second class teak wood

35 mm thick shutters

30 mm thick shutters

12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 :

12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823, Grade 1, Type - II marked :

12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked :

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Extruded section profile size 48x40 mm

Extruded section profile size 42x50 mm

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats.

25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places

Using M.S. angels 40x40x6 mm for diagonal braces

Using flats 30x6mm for diagonal braces and central cross piece

1:4 (1 cement : 4 coarse sand)

1:6 (1cement : 6 coarse sand)

Light shade pigment using white cement

Medium shade pigment using 50% white cement 50% Grey cement

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Coupler (110 mm)

Single pushfit Coupler (110 mm)

Single tee with door (110x110x110 mm)

Single tee without door (110x110x110 mm)

Bend 87.5° (110 mm bend)

Shoe (Plain), 110 mm Shoe

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

1:4 (1 cement: 4 fine sand)

1:6 (1 cement: 6 fine sand)

per bag of 50 kg cement used in the mix

Flush / Ruled/ Struck or weathered pointing

Raised and cut pointing

Flush/ Ruled pointing

Raised and cut pointing

With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood.

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

On steel work

On concrete work

old work ( one or more coat)

One coat

Two coats

Old work (two or more coats)

Old work (one or more coats)

Door chowkhats

Window chowkhats

Clerestory window chowkhats

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)

Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Of area 3 sq. metres and below

Of area beyond 3 sq. metres

Of area 3 sq. metres and below

Of area beyond 3 sq. metres

For thickness of tiles 10 mm to 25 mm

For thickness of tiles above 25 mm and up to 40 mm

G.S. Sheet

Asbestos Cement sheet

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Water bound macadam road

bituminous road

90 mm to 45 mm size stone aggregate

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Over burnt (Jhama) brick aggregate 120 mm to 40 mm

Over burnt (Jhama) brick aggregate 90 mm to 45 mm

Stone screening 13.2 mm nominal size (Type A)

Stone screening 11.2 mm nominal size (Type B)

Red bajri

Good earth

Moorum

bituminous portion

Water bound macadam

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On W.B.M. @ 0.75 Kg / sqm

On bituminous surface @ 0.50 Kg / sqm

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per cm depth per cm width per metre length

per cm depth per cm width per metre length

New work (Two or more coats)

Old work (One or more coats)

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White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Long pattern W.C. pan of size 580 mm

Orissa pattern W.C. pan of size 580x440 mm

32 mm dia

40 mm dia

Sand cast iron S&S pipe as per IS: 1729

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

Sand cast iron S&S pipe as per IS: 1729

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

15 mm nominal dia Pipes

20 mm nominal dia Pipes

25 mm nominal dia Pipes

50 mm nominal dia Pipes

PER LITER

200 mm diameter

250 mm diameter

200 mm diameter S.W. pipe

250 mm diameter S.W. pipe

200 mm diameter

250 mm diameter

250 mm dia. R.C.C. pipe

300 mm dia. R.C.C. pipe

Rectangular shape 600x450 mm internal dimensions

Square shape 450 mm internal dimensions

For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

Pre-laminated particle board with decorative lamination on both sides

With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

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Anodized (AC 15 ) aluminium tubular handle bar

Powder coated minimum thickness 50 micron aluminium tubular handle bar

after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.

laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.

third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.

fourth and final layer of brick tiling with cement mortar (which will be paid for separately.

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Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work

Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work.

Epoxy injection grout in concrete/RCC work of approved make

Frame size 45 x 70 mm

Frame size 50 x 100 mm

Frame size 65 x 100 mm

30 mm thick

35 mm thick

18 mm thick

25 mm thick

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Centering and shuttering including strutting, propping etc. and removal of form for :- Edges of slabs and breaks in floors and walls :- Under 20 cm wide

Centering and shuttering including strutting, propping etc. and removal of form for :- Weather shed, Chajjas, corbels etc., including edges

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. :- Electric resistance or induction butt welded tubes

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :- Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-incharge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :- 1:4 (1 cement: 4 fine sand)

Painting with synthetic Enamel paint of aproved brand and manufacture to give an even shade :- Two or more coats on new work

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. :- With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. :- Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).

Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) :- 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick (weight not less than 10 kg per sqm).

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. :- Fixed to steel windows by welding

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat 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 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 compressive strength of 58 N/mm2, modulus 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 M.S 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). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. :- Frame size 50 x 125 mm

Providing and fixing aluminium sliding door bolt anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. :- 300 x 16 mm

Providing and fixing aluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. :- 300 x 10 mm

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.

Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :- Cement mortar 1:3 (1 cement : 3 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix :- 1:3 (1 cement: 3 fine sand)

Fixing Existing MS Door Supplied by CWC and making of M.S. angle 75x75x6mm, joints mitred, welded with 8 Nos., 30 cm. long lugs of M.S. Angle 40X40x6mm to act as hold fasts, complete” , fixing in C. Conc Block of C. Concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stibe aggregate 20mm nominal size) of 30x30x23 cm. etc. (C.Conc. Blocks shall be paid separately) along carriage of the MS door from 200 meter from site location (within Campus) and all repairs to the door and Priming.

Description

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

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Electrical NSI/ MR

Electrical NSI/ MR

Electrical NSI/ MR

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Electrical NSI/ MR

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Electrical NSI/ MR

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Electrical NSI/ MR

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Electrical NSI/ MR

Electrical NSI/ MR

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Electrical NSI/ MR

Electrical NSI/ MR

Per pit

Electrical NSI/ MR

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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. :- 2 x 16 sq. mm + 1 x 16 sq. mm earth wire

Maintenance-Free Chemical (Gel) Earthing, Copper-bonded, Length: 3 meter, Diameter: 50 mm connected with copper internal strip and Maintenance-free back-fill compound including accessories, and providing chamber, enclosure with cover plate etc. and testing as required

Supply & testing of XLPE insulated aluminium conductor steel armoured power cable of 1.1 KV grade confirming to IS :7089 (part 1) 1988 or latest amendment and as per instructions of official-in-charge. 2x10 sqmm

Supplying and fixing brass batten/ angle holder including connection etc. as required.

LED Down lighter (SMD Type) (System lumen efficacy ≥120<135 lm/Watt) :- 8 - 10 watt

Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required.

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.

Description

Cleaning of garden, Watering of landscaped/green belt areas and maintaining the plants/ shrubs, trees, bushes, flowering beds etc and keeping these in healthy condition . Maintaining the greenery, hygienic and aesthetic in lawn & other green belt area within complex ,Trimming the branches of trees obstructing the height up to 6 m above the driveway or obstructing the visibility of road signs , trimming or weeding out of unsolicited plants grown over terrace/walls of building within complex . Maintenance of Kitchen garden or similar seasonal flower garden including preparation of beds manuring/ fertigation, weeding hoeing, watering, planting of vegitable seeds/seasonal flowering seeds including spraying of insecticide and pesticide and Harvesting. (Note:-Only Good Earth, Manure, Fertilizer, Insecticide & Pesticide & saplings or seeds will be provided by the Department and other T & P material and machines shall be provided by the contractor). Frequency of cleaning shall be daily and watering or other activities shall be as per requirement . Payment shall be done on monthly basis . Area to be decided by WHM

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forke and keeping the lawn free from weeds and fit for mowing including spreading of good earth/sludge etc as per requirement, mowing using lawn mowers and trimming of Damaged trees plants and bushes in Lawns or from any other garden within CW Complex at least once in 3 weeks and as per additional requirement. Payment shall be done at end of 6 months. Frequency: Once in 6 months in the area decided by WHM

Mixing earth and sludge or manure in the required proportion and spreading/ of sludge, dump manure and/or good earth in required thickness within complex as per requirement. Payment shall be done on monthly basis. Frequency: once a month

Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant ) These includes new plants ,including seasonal flowering plants, shrubs, hedges etc. , shifting of plant from pots, Relocating the plants and /or Pots etc. within complex as per requirement by WHM, Cost of plant shall be paid extra. Payment shall be done after each work at monthly basis

Trees Plant

Shrubs Plant

Hedge Plant /Ground cover

Cutting of designer hedge/edge hoeing of hedge/edge bed Topiary cutting/shaping of plant removing of cut materials, cleaning, hoeing of plants, hoeing of trees (Topiary) watering manure and applying insecticides and fungicides etc. Payment shall be done at monthly basis. Frequency: Once in month in the area decided by WHM

Clearing heavy jungle in open area including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto secondary collection chamber .Payment shall be done after each work at monthly basis. frequency: once in 6 months and Area to be decided by WHM.

Clearing grass, shrubs, bushes grown unwanted near to buildings and roads and removal of the rubbish upto secondary collection chamber .Payment shall be done after each work at monthly basis. frequency: once in 3 months and Area to be decided by WHM.

Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage including all lead and lift for complete disposal upto designated place given by ,Local authority and as per direction of officer-in-charge. Frequency: once in a week or as per requirement of WHM. Payment shall be done based on number of trips (fully loaded)

Cleaning/Sweeping of CW Roads, Main entry Ramps, Parking yards Godown Veranda/Open Platforms and Weighbridge platform area etc. including Safe disposal of garbage/ Refuse or solid waste, scraps after segregating Organic /recyclable and inorganic waste to the dustbins placed at designated disposal sites (secondary collection centres near Office/ Godown (s) and any other place within CW Complex. Frequency: Daily and Area to be decided by WHM and Total open area cleaned shall be measured for payment and Payment shall be done at monthly basis.

Cleaning, dusting, mopping of Window Glasses (both sides), floors, furnitures, etc. to make the area neat and clean free from cobwebs, flies etc , and hygienic in Office buildings, labour Huts, Security Cabins,weighbridge cabin and other similar amenities within complex, including Safe disposal of garbage/ Refuse or solid waste, scraps after segregating Organic /recyclable and inorganic waste to the dustbins placed at designated disposal sites (secondary collection centres near Office/ Godown (s) and any other place within CW Complex. Frequency: Daily and total carpet area cleaned shall be measured for payment shall be done at monthly basis

Cleaning, dusting of Godown Walls, Top Ventilators, Roof Trusses, Parapets and other heightened structures as decided by WHM, Cleaning of Fans installed in office buildings, Cleaning of firefighting equipment including portable fire extinguishers, Sand Buckets (cleaning & refilling), and cleaning of building terrace to etc. to make the area neat and clean free from cobwebs, flies, terrace leaves etc , for maintaining hygeine in buildings, Frequency: Once in 2 month and payment shall be done on Lump sum basis for each 5000 MT Godown

Cleaning of all Toilets /Washrooms / drinking water utilities and other similar amenities within CW Complex.with water including flushing as per requirement including cost of broom, brush, wipers, cloth etc (only Toilet cleaning chemical shall be provided by WHM ) Frequency: Twice daily and payment shall be done based on no of washrooms blocks (comprising urinals, WC, Wash basins, faucet, wall tiles, floor tiles etc complete )cleaned

Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of WHM . (The old date written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account). Frequency: Once in 6 months. Payment shall be done after each work at monthly basis.

Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of WHM. Payment shall be done after each work at monthly basis

Cleaning of chocked / existing drain of campus / sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having adequate suction capacity or by deploying manual labour and adequate water jetting tank capacity including skilled operator, supervisor etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm.frequency or by deploying manual labour to make drainage system choke and water logging free complete work as per direction of WHM . Frequency : once a year or as per requirement and quantity to be decided by WHM. Payment shall be done after each work at monthly basis.

Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of WHM. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of WHM. Frequency: once in 6 months, surface area of the tank shall be measured for payment. Payment shall be done after each work at monthly basis.

Clearing of blockages in Rain Water Harvesting systems pit of plan area upto including cleaning of Rain water pit, replacing the aggregates, removal of blockages, sludges etc to restore the water flow. Cost of replaced aggregates shall be paid extra. Frequency: Twice a year. Payment shall be done after each work at monthly basis.

Cleaning of Floor of godowns, brushing of stacks, recovery of grains from sweeping and filling in palla bags, cleaning of store room of the warehouse and arranging in a systematic manner , including Safe disposal of garbage/ Refuse or solid waste, scraps after segregating Organic /recyclable and inorganic waste to the dustbins placed at designated disposal sites (secondary collection centres near Office/ Godown (s) and any other place within CW Complex. Frequency: Once in a week and area to be decided by WHM. Payment shall be done at monthly basis

CWC/RO-PAT/ENGG/NIT/26-27/02

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 5 – a cluster of central warehouses located at Katihar and Kishanganj (Bihar) on Annual rate Contract basis.

Description of Work

Price Schedule: Items mentioned at Sub Schedule ‘A (I)’: • Items based on DSR 2023 for civil works, • Non-Scheduled Market rate Items of Civil work.

CWC estimated amount of this sub schedule, after considering prevailing Cost Index, applicable GST, Labour Cess and all other statutory compliances (EPF/ESI etc.) complete, is Rs. 1,44,40,718.00.

CWC/RO-PAT/ENGG/NIT/26-27/02

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 5 – a cluster of central warehouses located at Katihar and Kishanganj (Bihar) on Annual rate Contract basis.

Description of Work

Price Schedule: Items mentioned at Sub Schedule ‘A (II)’: • Items based on DSR (E &M) 2025 for Electrical works • Non-Scheduled Market rate Items of E&M work

CWC estimated amount of this sub schedule, after considering prevailing Cost Index, applicable GST, Labour Cess and all other statutory compliances (EPF/ESI etc.) complete, is Rs. 15,42,686.00.

CWC/RO-PAT/ENGG/NIT/26-27/02

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 5 – a cluster of central warehouses located at Katihar and Kishanganj (Bihar) on Annual rate Contract basis.

Price Schedule: Items mentioned at Sub Schedule ‘A (III)’: • Items for General Maintenance Works & Services consisting Horticulture works and House Keeping Services.

CWC estimated amount of this sub schedule, after considering prevailing Cost Index, applicable GST, Labour Cess and all other statutory compliances (EPF/ESI etc.) complete, is Rs. 21,45,324.99.

CWC/RO-PAT/ENGG/NIT/26-27/02

Execution of Miscellaneous Repair /Maintenance, upgradation and Construction works in Zone 5 – a cluster of central warehouses located at Katihar and Kishanganj (Bihar) on Annual rate Contract basis.

Description

Total of Sub schedule A(I)

Total of Sub schedule A(II)

Total of Sub schedule A(III)

Total of All Sub Sch (I)+(II)+(III) {In Figures}

Total of All Sub Sch (I)+(II)+(III) {In Words}

Estimated Cost Put to Tender (ECPT) of this work, after considering prevailing Cost Index, applicable GST, Labour Cess and all other statutory compliances (EPF/ESI etc.) complete, is Rs. 1,81,28,728.99 [Sub Sch A(I): Rs. 1,44,40,718.00; A(II): Rs. 15,42,686.00; A(III): Rs. 21,45,324.99].

Description

Name of the Bidder,

Address, Organization ID, Tel./Fax No. & E-mail address of Bidder

Type of constituent (Organization) (Proprietorship / Partnership / Private Limited / Limited)

Attested copy of organization Details (Proprietorship / Partnership / Private Limited / Limited)

Name of the person holding the power of attorney for this Bid

Contact details of person holding the power of attorney Mobile Number Email id.

Attested Copy of Power of Attorney details to sign the Tender Document

Earnest Money Deposit (EMD) of Rs. 3,62,600/- : to be paid through NEFT/RTGS in the bank account of CWC, and EMD submission proof is to be submitted. The bank details for submitting the EMD are: - Name of Account Holder - CENTRAL WAREHOUSING CORPORATION , Bank Name - HDFC BANK, Branch Name – HAUZ KHAS, NEW DELHI, Account No.- 50100434218405, IFSC – HDFC0000467, MICR - 110240071

Cost of Tender Documents : Free of cost

PF Registration code

GST Registration code

PAN No. of the Bidder

Contractor Registration enlistment with CPWD/ MES/Railway etc if any

Financial Eligibility Criteria:

The Sum (Arithmetic sum) of tenderer’s turnover: revenue (income) from operations for the last three financial year should be of value not less than Rs. 407.90 Lakh (225% of Estimated Cost put on Tender). The information shall be supported by audited Balance Sheets and Profit & Loss Statements of specified period. In case Balance Sheet and Statement of Profit/Loss for the immediately preceding financial year have not been prepared / audited; the account for one more preceding financial year can be submitted. In case, Bidder does not submit Audited balance sheet and P&L accounts for a particular year (among previous three years as mentioned above), turn over for that particular year will be considered ‘0’(zero) for calculating arithmetic sum of previous three years. {Please see Eligibility criteria as per Annexure-A in Tender document}

Chartered Accountant’s Certificate for Annual financial turnover/ revenue (income) from operations of specified preceding three years

Annual Financial Turnover/Revenue (Income) from operations (as per P&L Account)

Experience w.r.t. Similar Nature of Work:

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Work order/ contract agreement ref number and date

Name of client issuing the work order and completion certificate

Completion certificate -ref number and date

Total value of work completed (Rs.)

Stipulated date of completion

Actual date of completion

Amount / period of delay for which Liquidity damage levied by client (if any)

Bidder Office in the State

Bidder must have Office, on the latest due date of tender submission in any District of The State where Central warehouse ie site of work, is located ie Bidder must have office in the State of Bihar For this purpose, valid GST number issued for the state shall be considered as proof of office address. Bidder would be required to submit the proof of office address at the time of contract signing.

GST Number

Eligibility declaration form as per NIT-clause 3 and ITB-clause 3.2 under form -E of this PQ Performa