Infrastructure upgradation of KINFRA Industrial Park at Kunnamthanam

Amount

The BoQ includes 22 subheads, certain items are repeating in each subhead. Therefore, bidder shall quote same rate for similar items. If bidder quotes different rate for same items, then KINFRA will consider the lowest rate among them for all similar items Boundary wall & Fencing

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

16.18.1 : Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire

16.19 : Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

18.76.1 : Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. ( non modular ) brick

15.36 : Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.

2.31 : Clearing jungle 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 up to a distance of 50 m outside the periphery of the area cleared

16.70.2 : 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. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

16.15.1 : Supplying at site:R.C.C. Standards post / struts / rails / pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size ) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in-Charge (cost of earth works in excavation, concrete works in foundation to be paid separately)

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

4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Laying of Concrete Roads & Paver block Civil

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

16.78.2 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, 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 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction 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 per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

OH Pump house & Filter Painting, rectification of overhead tank area toilet block

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

13.111.1 : Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

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

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

22.22A : Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.

11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

10.6.2 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

10.7 : Providing and fixing ball bearing for rolling shutters.

od97961/2024_2025 : Providing & Fixing PVC pipes including jointing of pipes with one step PVC solvent cement, trenching ,refilling & testing of joints complete as per of Engineer in charge 50mm dia10kg/cm2

od97963/2024_2025 : Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall<br>125 mm dia nominal bore

OTHERS (New canteen building, Pathway interlock work,)

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.5 : Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.

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

15.13.1 : Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

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

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

13.50.1 : Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood)

9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc

9.63.4 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:100x10 mm

9.66.1 : Providing and fixing ISI marked oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete:125 mm

50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

8.31 : Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.41.1 : 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm.

50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

50.9.4.1 : Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood

50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters

50.9.15.1 : Supplying and fixing 200 mm Aluminium aldrop

50.9.15.3 : Providing and fixing iron hooks and eyes : 200mm.

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.22A.6 : 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

10.6.2 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

9.119 : Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.

10.7 : Providing and fixing ball bearing for rolling shutters.

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

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

2.31 : Clearing jungle 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 up to a distance of 50 m outside the periphery of the area cleared

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

15.28.2 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos Sheet

15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge.

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

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

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

19.33 : Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

od113530/2024_2025 : Supply and instllation of FRP manhole cover and frame Light Duty (5 MT) with closed<br>bottom lifting key holes & load tested as per IS:1726 & BS EN:124."600 X 600 mm (24"" X 24"") inside using<br>self pigmented type double seal.

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

14.41 : Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts bolts and washers etc. complete.

Safety & Disaster Reduction (Fire water tank)

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

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

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

6.4.2 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)

10.6.2 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover

10.7 : Providing and fixing ball bearing for rolling shutters.

10.26.2 : 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 approves steel primer.E.R.W. tubes

9.48.1 : 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

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.48.2 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

19.16 : Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design

50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters

od96688/2024_2025 : Supply and instllation of FRP manhole cover and frame Light Duty (5 MT) with closed bottom lifting key holes & load tested as per IS:1726 & BS EN:124."600 X 600 mm (24"" X 24"") inside using self pigmented type double seal.

2.16.2 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

22.6 : Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) 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. c) 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. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)

14.90.1 : Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25 degreee, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal degree and transverse direction at 23degree as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150degree. Cold flexibility shall be upto -2 degree when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick

13.41.1 : Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work ( Two or more coats) over and including priming coat with water thinnable cement primer

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

od97956/2024_2025 : Supply, installation of GI puddle flange of following size 150mm Dia during fixing RCC work

od97957/2024_2025 : Supply, installation of GI puddle flange of following size 125mm Dia during fixing RCC work

od97958/2024_2025 : Supply, installation of GI puddle flange of following size 63mm Dia during fixing RCC work

od97959/2024_2025 : Supply, installation of GI puddle flange of following size 200mm Dia during fixing RCC work

5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

Flatted factory complex & Security building

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

13.111.2 : Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).

22.6 : Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) 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. c) 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. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)

od97960/2024_2025 : Cleaning roof surface by using mechanical equipment/manually (wire brush) for water proofing treatment

13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

od104862/2024_2025 : Removal & replacing of existing sign board lettering as per the required dimensions & colour , shade asper site condition approved<br>by the Engineer-in-Charge.

od104921/2024_2025 : Wall Chipping , laying of cement mortar of Granite name board as per the approved by Engineer in charge.

Safety and disaster risk reduction cell-WTP for fire water tank

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

4.12 : Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

14.91.1 : Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with nonwoven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25 degree, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23 degree as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150 degree. Cold flexibility shall be upto -2degree when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

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

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

10.6.1 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

10.7 : Providing and fixing ball bearing for rolling shutters.

13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .

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

50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

50.9.6.1 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters

9.48.1 : 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

od96688/2024_2025 : Supply and instllation of FRP manhole cover and frame Light Duty (5 MT) with closed bottom lifting key holes & load tested as per IS:1726 & BS EN:124."600 X 600 mm (24"" X 24"") inside using self pigmented type double seal.

KINFRA PARK OFFICE

22.8.1 : Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade - I ( hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea- sized gravel spread at 6 cubic diameter per square metre including preparation of surface but excluding grading complete with:Bitumen felt ( hessian base) type 3 grade I conforming to IS : 1322

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats

13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

12.1.2 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( 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.0.80 mm thick with zinc coating less than 275 gm/m2

12.4.1 : Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.80 mm thick with zinc coating not less than 275 gm/m2

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

od108343/2024_2025 : Supply and installation of 65 mm GI B class pipe for Structural steel work including end plate, cutting, welding etc painting a coat of approved steel primer and two coats of approved epoxy paint etc as complete

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Boundary fencing above quarry pond (Pond no.2) boundary wall

18.76.1 : Cutting holes up to 30x30 cm in walls including making good the same:With common burnt clay F.P.S. ( non modular ) brick

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

16.19 : Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

16.70.2 : 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. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

Safety and disaster risk reduction cell-Fire(mechanical and electrical)

od57950/2024_2025 : Supplying, installing, testing & commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following complete in all respect as required : Horizontal type, centrifugal pump of cast iron body mechanical seal to ensure a minimum pressure of 3.5 kg/sq.cm. at highest and farthest outlet at specified flow of 2850 lpm at 70 m. head conforming to IS 1520. Suitable BHP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant BS & IS standard complete with auto starting mechanism, 24 /12Volts electric starting equipment, diesel tank, exhaust pipe extended upto 1m. outside pump house duly insulated with 50mm thick glass wool with 1.0mm thick aluminium sheet cladding, residential silencer, instruments and protection as per specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. with all accessories.M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. - 2850 lpm at 70 m Head

od66806/2024_2025 : "Hydrant Valve<br>Supply, installation, testing and commissioning of single headed fire hydrant valve conforming to IS:5290 and with ISI mark of 63mm dia. Oblique type with instantaneous hose coupling adaptor.kartar<br>"<br>

od66807/2024_2025 : "Hose Cabinet<br>Supply, Installation, testing and commissioning of hose cabinet (internal) to accommodate one piece of hose pipe along with one pair of male and female coupling and one branch pipe. The cabinet is made up of MS sheet, glass fronted with hinged door and lock. The cabinet is spray painted to scarlet red<br>colour outside and off white inside.<br>"<br>

od66808/2024_2025 : "Fire Fighting Hose<br>Supply, installation, testing and commissioning of reinforced rubber lined hose in 15Mtrs length of 63mm dia with ISI marking and tested to bursting pressure of 15Kg/sq.cm and with couplings.fire<br>squad/AquaDura/NewAge<br>"<br>

od66810/2024_2025 : "Branch Pipe<br>Supply, installation, testing and commissioning of gunmetal short branch pipe conforming IS:903 and with ISI mark with 63mm female hexagonal brass nozzle.()(ss metal)<br>"<br>

od66811/2024_2025 : "Pressure Gauge<br>supply and installation of dial type Pressure Gauge with required Dia<br>"<br>

od66812/2024_2025 : Pressure Switch<br>Supply and installation of Pressure Switch for automatic operation of fire pump.<br>

od66821/2024_2025 : Fire brigade inlet<br>Supply and installation of 4 way Fire brigade inlet with arrangement to directly feed water to 150mm dia. Wet riser.Make : Karthar<br>

od95328/2024_2025 : Supplying, installation, testing and commissioning of electric driven pressurisation pump<br>suitable for automatic operation and consisting of following, complete in all respects, as<br>required : (Jockey Pump)<br>Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with<br>stainless steel shaft, mechanical seal conforming to IS : 1520.<br>Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3<br>phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot<br>mounted type with Class-'F' insulation, conforming to IS : 325.<br>M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as<br>required.<br>Suitable cement concrete foundation duly plastered and with anti vibration pads.180 lpm at 70 m Head

od57952/2024_2025 : Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable<br>for automatic operation and consisting of following, complete in all respects, as required :<br>Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze<br>impeller with stainless steel shaft, mechanical seal conforming to IS 1520.<br>Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for<br>operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure,<br>horizontal foot mounted type with Class-'F' insulation, conforming to IS-325.<br>M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as<br>required.<br>Suitable cement concrete foundation duly plastered with anti vibration pads-2850 lpm at 88 m Head

od58177/2024_2025 : Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height<br>with air release valve on top and flanged connection to riser, drain arrangement with 25 mm<br>dia gun metal wheel valve with required accessories, pressure gauge and paintingwith<br>synthetic enamel paint of approved shade as required with testing arrangement.

od58262/2024_2025 : Supplying, fixing, testing & commissioning of 25mm Air release valve as per IS:14845 ISI Marked, with forged brass ball valve etc with all accessories.

od58263/2024_2025 : Supplying, fixing, testing & commissioning of double flanged water meter-4" dia cast iron ISI marked complete with nuts, bolts, washers, gaskets as required .

od58264/2024_2025 : Supplying, fixing, testing & commissioning of double<br>flanged sluice valve of rating PN 1.6 with non rising<br>spindle, bronze/gun metal seat, ISI marked complete<br>with nuts, bolts, washers, gaskets and conforming to IS<br>780 of following sizes as required :50 mm

od58265/2024_2025 : Supplying, fixing, testing & commissioning of double<br>flanged sluice valve of rating PN 1.6 with non rising<br>spindle, bronze/gun metal seat, ISI marked complete<br>with nuts, bolts, washers, gaskets and conforming to IS<br>780 of following sizes as required :65 mm

od58266/2024_2025 : Supplying, fixing, testing & commissioning of double<br>flanged sluice valve of rating PN 1.6 with non rising<br>spindle, bronze/gun metal seat, ISI marked complete<br>with nuts, bolts, washers, gaskets and conforming to IS<br>780 of following sizes as required :100 mm

od58900/2024_2025 : Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6<br>with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts,<br>washers, gaskets and conforming to IS 780 of following sizes as required :125 mm

od58267/2024_2025 : Supplying, fixing, testing & commissioning of double<br>flanged sluice valve of rating PN 1.6 with non rising<br>spindle, bronze/gun metal seat, ISI marked complete<br>with nuts, bolts, washers, gaskets and conforming to IS<br>780 of following sizes as required :150 mm

od58268/2024_2025 : Supplying, fixing, testing & commissioning of double<br>flanged sluice valve of rating PN 1.6 with non rising<br>spindle, bronze/gun metal seat, ISI marked complete<br>with nuts, bolts, washers, gaskets and conforming to IS<br>780 of following sizes as required :200 mm

od58269/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :25 mm

od61590/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :50 mm

od58270/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :65 mm

od58272/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :100 mm

od62790/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :125 mm

od58273/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :150 mm

od58274/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :200 mm

od58275/2024_2025 : Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS<br>3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets<br>etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with<br>two or more coats of synthetic enamel paint of required shade complete as required :250 mm

od58276/2024_2025 : Providing laying, testing & commissioning of 100 mm dia 'C' class heavy duty MS Pipe conforming to IS<br>1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground<br>including welding, excavation & providing cement concrete blocks as supports, anticorrosive<br>treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc.<br>complete as required

od58277/2024_2025 : Providing laying, testing & commissioning of 150 mm dia 'C' class heavy duty MS Pipe conforming to IS<br>1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground<br>including welding, excavation & providing cement concrete blocks as supports, anticorrosive<br>treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc.<br>complete as required

od58278/2024_2025 : Providing laying, testing & commissioning of 200 mm dia 'C' class heavy duty MS Pipe conforming to IS<br>1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground<br>including welding, excavation & providing cement concrete blocks as supports, anticorrosive<br>treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc.<br>complete as required

16.7.3.2 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.NON- RETURN VALVE with duel plate of C I body SS plated vulcanized NBR Seal flanged end & PN 16 pressure rating for chilled/ hot water circulation including insulation as specified.NON- RETURN VALVE of 150 mm dia

16.7.3.3 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.NON- RETURN VALVE with duel plate of C I body SS plated vulcanized NBR Seal flanged end & PN 16 pressure rating for chilled/ hot water circulation including insulation as specified.NON- RETURN VALVE of 125 mm dia

16.7.3.4 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.NON- RETURN VALVE with duel plate of C I body SS plated vulcanized NBR Seal flanged end & PN 16 pressure rating for chilled/ hot water circulation including insulation as specified.NON- RETURN VALVE 100 mm dia

16.7.3.6 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.NON- RETURN VALVE with duel plate of C I body SS plated vulcanized NBR Seal flanged end & PN 16 pressure rating for chilled/ hot water circulation including insulation as specified.NON- RETURN VALVE of 65 mm dia

16.7.4.2 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.Y- Strainer of Ductile CI Body flanged ends with stainless steel strainer for chilled/hot water circulation including insulation as specifiedY- Strainer of 150 mm dia

16.7.4.3 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.Y- Strainer of Ductile CI Body flanged ends with stainless steel strainer for chilled/hot water circulation including insulation as specifiedY- Strainer of 125 mm dia

16.7.4.6 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.Y- Strainer of Ductile CI Body flanged ends with stainless steel strainer for chilled/hot water circulation including insulation as specifiedY- Strainer of 65 mm dia

od65742/2024_2025 : Supplying, fixing, testing & commissioning of flanged single arch rubber expansion bellow with minimum operating pressure of 16 kg/cm2 of following size with all accessories - 150 mm NB

od65743/2024_2025 : Supplying, fixing, testing & commissioning of flanged single arch rubber expansion bellow with minimum operating pressure of 16 kg/cm2 of following size with all accessories - 125mm NB

od65744/2024_2025 : Supplying, fixing, testing & commissioning of flanged single arch rubber expansion bellow with minimum operating pressure of 16 kg/cm2 of following size with all accessories - 100 mm NB

od64415/2024_2025 : Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE Copper conductor cable of 1.1 KV grade as required. 3 X 1.5 sq. mm

od64416/2024_2025 : Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade as required. 3 X 4 sq. mm

1.10.2 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group B

1.14.1 : 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 required2x1.5 sq.mm + 1x1.5 sq.mm earth wire

1.14.2 : 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 required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm

1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm

1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

1.50.1 : Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep

2.3.3 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door

2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

2.11 : Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

2.12.1 : Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.14.1 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

od95401/2024_2025 : Supply and laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering - 2.5 sqmm 6 core Copper

od95402/2024_2025 : Supply of 450 mm sweep, 900 rpm Heavy Duty Exhaust fan working on 230 V A/C

od95403/2024_2025 : Supply, installation, testing, commissioning of LED Tube Lights of 20W (+/- 10% Tolerance) with Aluminum Profile linear batten and polycarbonate diffuser having driver of minimum 4KV Surge protection, power factor >0.9,THD<10%, rated life of 50,000 hours, system efficacy greater than or equal to 90 lm, with a CRI of 80 or above including all necessary accessories as required for the light fixture

od95404/2024_2025 : Supply and laying of PVC insulated PVC sheathed armoured cable with copper conductor including laying through trench, cable tray, wall of following size 1.5 sqmm 3 core PVC / XLPE insulated armoured control cables with copper conductors for working voltages up to and including 1100 V conforming to IS 1554 part I 1988 for PVC and IS 7098 Part If for XLPE

od95405/2024_2025 : Supply and making end termination with brass compression gland and copper lugs of following size of PVC insulated and PVC sheathed/ XLPE cable with copper conductor of 1.1 kV grade as required - 3C x 1.5 sqmm

90.4.10 : Conveyance, installation , testing and commissioning of exhaust fans of size up to 450mm in the existing opening, fixing necessary anchor bolts / bolt and nuts etc., as required including giving connections with the supplied wire along with the exhaust fan.

90.12.7.14 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.

90.12.7.17 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.

90.12.7.34 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.

90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required

90.16.5.3 : Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.

7.1.1 : Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm

7.7.1 : Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)

9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)

9.1.10 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 35 sq. mm (28mm)

9.1.27 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)

5.2 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

5.8 : Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

4.6.4 : Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.300 mm width X 50 mm depth X 1.6 mm thickness

4.7.4 : Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends " ( galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.300 mm width X 50 mm depth X 1.6 mm thickness

od118174/2024_2025 : Supply, Installation, Testing and Commissioning of 1200 mm sweep,<br>BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)<br>Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2<br>nos. canopies, shackle kit, safety rope, copper winding, Power Factor<br>not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery<br>minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),<br>THD less than 10%, remote or electronic regulator unit for speed<br>control and all remaining accessories including safety pin, nut bolts,<br>washers, temperature rise=75 degree C (max.), insulation resistance<br>more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC<br>Supply, earthing etc. complete as required.

Common Renewable Energy Generation(Solar grid tie system and street lights)

11.3.1 : Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Above 4.5 metre and upto 6.5 metre

90.12.1.40 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).

90.12.1.42 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).

90.15.4.3 : Supply Conveyance, installation, testing and commissioning of 70W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD Less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)

5.7 : Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.

9.1.32 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)

9.1.34 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 25 sq. mm (28mm)

15.4.3 : Supplying, installation, testing and commissioning of Astronomical time switch capable of following output in feeder pillars/ Lighting DBs for automatic switching On &OFF of street lights at sun set & sun ruse or twilight override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete ad required3 output (1output per phase) and suitable for three phase supply

2.5.2 : Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required .(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)8 way (4 + 24), Double door

2.10.4 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole

2.10.5 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole and neutral

2.11 : Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

2.13.2 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps

2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

od81782/2024_2025 : Supply installation, testing and commissioning of outdoor feeder pillar enclosure (700x480x210 mm) as per approved list of makes. The feeder pillar shall be IP-65 rated, dust and vermin proof, weather proof construction,UV resistant, halogen free and anti corrosive in accordance with IEC 61439-3, fixing on feeder pillar on frame made with angles and flats, painting with two coat of primer and epoxy paint on proper concrete foundation etc as directed.

od81783/2024_2025 : Supply & installation of whetherproof outdoor termination 185 x 165 x 60 mm with dinrail, Connectwell 50A terminal block for termination for street light pole with 16A 2P MCB light fitting Isolation

od90830/2024_2025 : Supply installation and testing and commissioning of 40 A, 3 pole power Contactors (For 25 HP motor), AC 3 rating at 415 V,<br>with AC Coil, Auxiliary contacts, 1 NO/INC with all required accessories.

90.11.1.14 : Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required

90.15.3.1 : Supply installation testing commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x12mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junctions box etc.complete 5 Meters

5.1 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.

90.12.2.42 : Supply and laying of one number additional PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground in the same trench in one tier horizontal formation including widening the trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil)

od119059/2024_2025 : Supply, Installation, Testing and Commissioning of on grid Solar Photovoltaic<br>Power Plant conforming to MNRE specifications as amended, consisting of Mono<br>Crystalline silicon sola rcells, net metering facility, necessary protections, earthing,<br>mounted on Aluminium/ GI structure of suitable strength with following<br>components complete as required:- a)Solar Photovoltaic Module of<br>capacity 530-560Wp or above, manufactured in India, conforming to IS14286/<br>IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module<br>conversion efficiency shall not be less than 16.5%. PV modules used in solar<br>power plants/ systems must be warranted for their output peak watt capacity,<br>which should not be less than 90% at the end of 10 years and 80% at the end of<br>25 years.<br>b)Power Conditioning Uni t(PCU) of 350-800 VDC Input voltage<br>range and 400VAC, three phase, 4wire, 50Hz+/-2.5Hz, output voltage suitable to<br>generate AC Power with efficiency not less than 97%, total harmonic distortion<br>less than 3% and suitable for ambient temperature from 0 to 50 degree C. The<br>PCU shall adjust the voltage and frequency level to suit the Grid Voltage<br>F r e q u e n c y . c ) D a t a M o n i t o r i n g S y s t e m c o m p l e t e w i t h<br>accessories.d)Fixing of Array junction box & Main junction box with IP65<br>protection and termination arrangement for incoming and outgoing cable along<br>with lands, lugs and other accessories etc. as required.e)Lightning and surge<br>voltage protection.f)Connections & Interconnections by supplying & fixing<br>required size XLPE insulated copper conductor 1.1kV grade armoured power and<br>control cables between solar modules, main power cable to grid supply PCU unit<br>along with supplying & fixing of necessary channel/ conduit lugs and other<br>accessories etc. as required

od106794/2024_2025 : Dismantling,removal and stacking of the damaged street light fitting, terminal box and cable of size up to 4 core 25 mm and 6 m length, within 1 km of the premises as instructed by the site engineer.

Safety and disaster risk reduction cell-CCTV

od69076/2024_2025 : Supply installation testing & commissioning of 40 Channel Metal 4 SATA 4K NVR, H.265+/H.265/H.264+/H.264 video format, with HDMI and VGA interfaces: both interfaces support independent video output, 10TB HDD 2 number for continuous video recording, 2 self-adaptive 10/100/1000 Mbps Ethernet interfaces

od69015/2024_2025 : Supply installation of pole mounted IP65 outdoor water proof feeder pillar for installation of CCTV POE switch accessories etc with provision for power supply etc inculding the support and foundation etc

od68935/2024_2025 : Supply, installation testing and commissioning of 16 Port Gigabit Unmanaged POE Switch IEEE 802.3, IEEE 802.3u, and IEEE 802.3x standard with 6 KV surge protection for PoE ports etc will all accessories.

od66976/2024_2025 : Supply and Installation of Cat6 patch cord with RJ45 male connectors at ends - 1m

od66977/2024_2025 : Supply and Installation of Cat6 patch cord with RJ45 male connectors at ends - 2m

od66344/2024_2025 : Supply & installation for 4F Armoured Optical Fiber Cable ,Single Mode, 9/125 micron primary coated buffers Corrugated Steel Tape Armour Bellcore GR 20 / IEC 794-1 through existing DWC pipes including splicing etc

od66783/2024_2025 : Supply and making end termination with brass compression gland and copper lugs of following size of PVC insulated and PVC sheathed/ XLPE cable with copper conductor of 1.1 kV grade as required - 3C x 2.5 sqmm

od64414/2024_2025 : Supplying 4MP fixed IP Outdoor Camera , including all material, labour, transportaion & installation charges( HikVision DS-2CD206WFWD-1)

od64409/2024_2025 : Suplply and installation of Monitor - LED 75Hz 55" 1920x1080 Pixels FHD Resolution Monitor with HDMI + VGA inputs.

od64410/2024_2025 : Network rack - floor standing 20" 26U rack with cooling fan, power distribution unit, tray, cable management unit etc with all other accessories

od64411/2024_2025 : Supply installation of outdoor 8 port 1000/1000Mbps RJ45 PoE Ports switch in IP65 weather proof enclosure accessories etc as directed.

od64412/2024_2025 : Supply installation of Gigabit Multi-Mode RJ 45 to fibre Media Converter

od64417/2024_2025 : Supply and laying CAT 6 UTP 23 awg copper cable twisted pair, GI armoured cable through dwc pipes including termination cable.

od66784/2024_2025 : Supply and laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing dwc pipe as required - 2.5 sqmm 3 core PVC / XLPE insulated armoured copper cables

11.3.1 : Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Above 4.5 metre and upto 6.5 metre

90.15.3.1 : Supply installation testing commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x12mm suitable for wind speed as per IS 875 Part III single arm bracket 0.5mt including connector foundation bolt 4 nos fixed in existing RCC foundation and junctions box etc.complete 5 Meters

14.16.1 : Supplying and laying of following size DWC HOPE pipe lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 em below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal)

Others(canteen)-Electrical

od118174/2024_2025 : Supply, Installation, Testing and Commissioning of 1200 mm sweep,<br>BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)<br>Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2<br>nos. canopies, shackle kit, safety rope, copper winding, Power Factor<br>not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery<br>minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),<br>THD less than 10%, remote or electronic regulator unit for speed<br>control and all remaining accessories including safety pin, nut bolts,<br>washers, temperature rise=75 degree C (max.), insulation resistance<br>more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC<br>Supply, earthing etc. complete as required.

od95403/2024_2025 : Supply, installation, testing, commissioning of LED Tube Lights of 20W (+/- 10% Tolerance) with Aluminum Profile linear batten and polycarbonate diffuser having driver of minimum 4KV Surge protection, power factor >0.9,THD<10%, rated life of 50,000 hours, system efficacy greater than or equal to 90 lm, with a CRI of 80 or above including all necessary accessories as required for the light fixture

2.4.4 : Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)4 way (4+12), Double door

2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.14.1 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

1.10.2 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group B

1.31 : Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).

od95402/2024_2025 : Supply of 450 mm sweep, 900 rpm Heavy Duty Exhaust fan working on 230 V A/C

1.50.1 : Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep

od95841/2024_2025 : Supply, installation, testing, commissioning of LED Tube Lights of 10W (+/- 10% Tolerance) with Aluminum Profile linear batten and polycarbonate diffuser having driver of minimum 4KV Surge protection, power factor >0.9,THD<10%, rated life of 50,000 hours, system efficacy greater than or equal to 90 lm, with a CRI of 80 or above including all necessary accessories as required for the light fixture

od95842/2024_2025 : Supply, conveyance, installation, testing and commissioning of BLDC wall fans of 400 mm leaf size including remote control,with all required accessories

od95925/2024_2025 : Supply, installation, testing and commissioning of 7 watts decorative wall light fitting with all required accessories(philips,osram or bajaj.)

Safety and disaster risk reduction cell-WTP for fire tank-Mechanical

18.19.3.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreVertical

18.19.5.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreVertical

100.55.1 : Supplying of 2 to 6 mm and 6 to 12 mm size fine pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc. complete as per CPHEEO specifications.

100.55.2 : Supplying of 12 to 20mm size pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5km and labour charges for stacking, spreading, testing and as per the directions of the department officers etc complete and as per CPHEEO specification.

100.55.3 : Supplying of 20 to 40 mm pebble (pebbles shall be hard, clean, free from clay, dust and other impurities), stacking in standard heaps for measurement including cost, conveyance up to 5 km and labour charges for stacking, spreading, testing and as per directions of the department officers etc. complete and as per CPHEEO specification.

100.55.4 : Supplying and stacking for measurement of filter sand having effective size 0.45 to 0.70 mm and uniformity coefficient 1.30 to 1.7, of specific gravity in the range of 2.55 - 2.65 and hard and clean, free from clay, dust and other impurities including cost of materials, labour charges and conveyance of materials up to 5 km and as per the directions of the department officers etc. complete and as per CPHEEO specification.

100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.

100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 63 mm nominal outer dia pipes.

od96504/2024_2025 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Outer Dia with all fittings like elbows, tees, flanges, tapers, nuts bolts, and all necessary specials for the complete installation of the pumping system.

od96505/2024_2025 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50 mm Outer Dia with all fittings like elbows, tees, flanges, tapers, nuts bolts, and all necessary specials for the complete installation of the pumping system.

od96675/2024_2025 : Supply, installation, testing and commissioning of submersible pump, 25 cu.m/hour discharge at 40 m head with 65 mm discharge pipe diameter, with all required accessories.

od96676/2024_2025 : SITC of Waste water submersible pump stainless steel 3 lps ,10 mtr head ,1 phase , 230 volt. (fire pump room drain pit)

od96677/2024_2025 : SITC of back wash pump 5 hp, 415V, 3phase with 324 lpm at 36 meter head.65 x 65 mm Suction and discharge with required accessories<br>

od96678/2024_2025 : Supply & Installation of iron removal filter in water treatment plant with Catalox, granular particles having a bulk density of 2g/cum, mesh size of 0.85-2.36 mm & a specific gravity of 3.8.

od96679/2024_2025 : SITC of Chemical Dosing pump,0-50lph, 50bar diaphragm type with PVC chemical tank of 500 Liters (sintex tanks) and required Accessories

od96680/2024_2025 : Providing and fixing of brass ball valve, screwed type, with 10 kg/sq. cm working pressure and 65 mm nominal diameter

od96681/2024_2025 : Providing and fixing of brass ball valve with Accessories , screwed type, with 10 kg/sq. cm working pressure and 40 mm nominal diameter

od96682/2024_2025 : Supply & Installation of Multi Port Valve 3" 6 way valve, side mount, ABS fibre glass reinforced with EPDM o-rings having a minimum working pressure 3.5 bar with all accessories.

od96683/2024_2025 : Supply & Installation of Composite Pressure Vessel - Model 4872 with vaccum breaker,stainer set etc with an operating temperature of 49 deg.C, and working pressure of 150 psi as directed by site enginner

od96684/2024_2025 : Supply and intsllation silex sand for water filter 3-5mm

od96685/2024_2025 : Supply & Installation of activated carbon 1050 IV for ACF filter in water treatment plant

Safety and disaster risk reduction cell - WTP for fire tank -Electrical

90.6.5.11 : Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.

90.6.6.3 : Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes.

90.12.6.14 : Supply & laying of one No. PVC insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of the following sizes in the existing masonry open duct as required.

90.12.6.31 : Supply & laying of one No. PVC insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of the following sizes in the existing masonry open duct as required.

90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required

90.16.5.3 : Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.

9.1.7 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)

9.1.24 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 95 sq. mm (45mm)

5.8 : Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)

5.19 : Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

1.10.1 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group A

1.14.2 : 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 required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm

1.24.3 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch

1.24.5 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet

1.26 : Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.

1.27.2 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm)

1.33 : Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

od118174/2024_2025 : Supply, Installation, Testing and Commissioning of 1200 mm sweep,<br>BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)<br>Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2<br>nos. canopies, shackle kit, safety rope, copper winding, Power Factor<br>not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery<br>minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),<br>THD less than 10%, remote or electronic regulator unit for speed<br>control and all remaining accessories including safety pin, nut bolts,<br>washers, temperature rise=75 degree C (max.), insulation resistance<br>more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC<br>Supply, earthing etc. complete as required.

1.54.2 : Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B

5.2 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required

2.3.3 : Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door

2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

2.12.1 : Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.14.1 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

od95403/2024_2025 : Supply, installation, testing, commissioning of LED Tube Lights of 20W (+/- 10% Tolerance) with Aluminum Profile linear batten and polycarbonate diffuser having driver of minimum 4KV Surge protection, power factor >0.9,THD<10%, rated life of 50,000 hours, system efficacy greater than or equal to 90 lm, with a CRI of 80 or above including all necessary accessories as required for the light fixture

od96533/2024_2025 : Supplying and termination of AB cable in panel using copper crimping sockets and pvc cable gland for size 3x95 sqmm+1x 70 sqmm

od96534/2024_2025 : Supply and termination of Aerial Bunched Cable of size 3x95 + 1x70 sq mm at LT supply pole including all accessories.

od96535/2024_2025 : Supply and installation of 3 core 1100V Aerial Bunched Cable having with black weather resistant XLPE insulated Cable with stranded compact circular aluminium conductors twisted over an insulated aluminium alloy messenger wire for use as neutral conductors 3x95 + 1x70 sq mm

od96536/2024_2025 : Supply, installation , testing and commissioning of Metering Panel with provision of 3 phase CT operated energy meter CTs etc in totally enclosed compartmentalized dust and vermin proof cubical segregated and modular in construction free standing fabricated with14 swg of CRCA M.S. sheet, powder coated , bus-bar chamber ,outgoing switchgear etc. (all feeder unit Would be Compartmentalized), color coded PVC sleeved vertical / horizontal Aluminium busbar of required size of length, (bus-bar distances shall be minimum 32 mm ) insulators, hardware, neoprene gasket , hinged door, interconnecting single core multi strand lugged copper wire having required current density ,250 Amps 4p Isolator-1no,Aluminium Busbar of minimum 250A rating ,RYB indicators one each, V&A meter-1 No each, CT 250/5- 3 nos,15VA, CL-1 , Multi function digital meter etc as required , Outgoing 125A 3pole MCCB - 2 no & 200 A 3P isolator . Rate shall be inclusive of three energy meter, CT etc (ref: dwg)

Power(substation and distribution)-Pond 1 and 2 pumphouse electrical and mechanical works

od98128/2024_2025 : Supply, installation, testing and commissioning of submersible pump,420 lpm and 36 m head with all required accessories including pump connection to pipe,electrical supply,covering with mesh and fixing to the supports.

od98588/2024_2025 : Supplying and installing at site GI Angle iron C -frame made with 50x50x6mm angle embedded in cement concrete block of 85x30x50 cm of mix 1:1.5:3 cement concrete mix and welding 50mm angle connecting two post etc as directed

od98649/2024_2025 : Providing and fixing G.I. pipes complete with G.I fittings, flanges including, cutting, welding, fixing on concrete block wherever necessary , painting with primer, two coat of epoxy paint etc. . External work on 65 mm dia nominal bore

18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore

18.19.5.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreVertical

od98700/2024_2025 : Supply and fixing of 4mm SS316 chain for submersible pump.

od98707/2024_2025 : Supply of cable & waterproof joining of 3 core x 4sqmm ISI Marked FR LS PVC sheathed flat copper conductor cable for submersible pump.

od99323/2024_2025 : Supply of PE Pipe & flange PE100, PN16, 75mm dia, conforming to IS 4984/2016.

od99337/2024_2025 : Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipe line thus fabricated to suit the hydraulic working pressure and after testing , aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and leveling the trenches including all labour charge, hire for appliances etc. complete but excluding cost of pipe and fittings. 75 mm OD HDPE pipe

Rain water harvesting (Pond no 1 & 2 cleaning)

2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.7.2 : Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting)

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock

2.31 : Clearing jungle 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 up to a distance of 50 m outside the periphery of the area cleared

2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

od110313/2024_2025 : By Mechanical Transport including loading, unloading and stacking of excavated soil with in 1 KM, Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.

Road Drainage-Pond-1 to near main gate

15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

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

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

2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth

2.33.2 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

2.33.3 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 120 cm girth up to and including 240 cm girth

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

Others-Canteen(plumbing)

17.81 : Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.

17.7.2 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap

17.7.6 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap

17.10.1.1 : Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink with drain board510x1040 mm bowl depth 250 mm

17.28.1.2 : Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete.Semi rigid pipe40 mm dia

17.10.2.1 : Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:Kitchen sink without drain board610x510 mm bowl depth 200 mm

17.71 : Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms

17.73.1 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm. weighing not less than 170 gms

8.10.2 : Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in Charge and finished smooth.Granite Stone of approved shade

18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

18.21.2.1 : Providing and fixing uplasticised PVC connection pipe with brass unions:45 cm length15 mm nominal bore

18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

18.53.1 : Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore

18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

50.18.7.5.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall

50.18.8.2.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work,including cutting chased and making good the wall etc. 20 mm pipe 12 Kgf/cm2

50.18.8.3.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 12 kgf/cm2

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

od99379/2024_2025 : Providing, fixing at site in position full way lever operated forged brass ball valve (screwed end)of brass body with forged brass hard chrome plate (PN 10) of approved make with necessary MTA fittings in position - 1” (25mm) dia

od99362/2024_2025 : Providing and Fixing Heavy Duty Stainless Steel Square Flat cut lock anti Cockroach Trap Stainless Steel A ISI 304 with 125x125 mm. Grating, for 110mm.

od99363/2024_2025 : Providing, Fixing, testing and commissioning at site in position PVC Floor Trap 110mm dia, with suitable supporting on ground complete in all respects - 50/75 mm dia outlet

50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2

19.4.3.2 : 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:180x150 mm size P typeWith sewer bricks conforming to IS: 4885

51.19.ST4 : Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br> 4. 35 to 50 flush capacity

19.33 : Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

DRAINAGE WORK from Plot No- 30 up to plot 26

2.10.1.3 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

12.44 : Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

16.69 : 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 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

18.77 : Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

19.36.1 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.

16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

100.98.214 : Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 110mm Dia.

100.9.9 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes.

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

od103916/2024_2025 : Leveling of pond bottom in 1: 100 slope with hydraulic excavator as per the direction of engineer in charge&lt;br&gt;(8 hours/day)

od103961/2024_2025 : Loading, transporting, unloading of excavated soil from pond area ; within 1 km radius of the premises including leveling of dumped soil etc as per the instruction of the site engineer.

Drainage work-Near Phoenix products

2.10.1.3 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

19.36.1 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Drainage-Near Ideal coir

2.10.1.3 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

19.36.1 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes.

2.25 : 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

16.13.2 : Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.Water bound macadam

Biby Scaria (BID ID -2166999)

YES YEM CONSTRUCTION (BID ID -2165871)

Bidder Name

VETTOOR CONSTRUCTION ENGINEERS PVT LTD

YES YEM CONSTRUCTION

Biby Scaria