Construction of Alternate Housing at National Games Village, Imphal, Manipur (Additional Works)

Amount

A - CONSTRUCTION OF GATES - 2 Nos:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.20 A Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

5.20 A.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

6.9 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in .

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

10.24 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

10.24.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .

Providing and fixing cast iron Arrow Head.

Providing and fixing decorative cast iron design.

13.1 12mm cement plaster of mix :-

13.1.1 1:4 ( 1 cement : 4 fine sand)

13.58 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

13.33 Finishing walls with textured exterior paint of required shade :

13.33.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.36.3 Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.80 litr/10 sqm of approved brand and manufacture.

B-CONSTRUCTION OF BRICK & GRILL FENCING:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

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

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.20 A Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

5.20 A.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.20 Lintels, Chajjas, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12 mm thick.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in :

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

13.1 12mm cement plaster of mix :-

13.1.1 1:4 ( 1 cement : 4 fine sand)

10.24 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

10.24.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .

Providing and fixing cast iron Arrow Head.

12.46. Providing and fixing precoated galvanised iron profile sheets (size,shape and pich of corrugation as approved by Engineer in charge) with zinc coating 120 grams per sqm as per IS : 277, in 240 mpa steel grade, 5-7 microns epoxy primer on on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplyed in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafter and trusses including cutting to size and shape wherever required with

12.46.3. Precoated galvanised iron profile sheed 0.50 mm thick

13.58 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

13.33 Finishing walls with textured exterior paint of required shade :

13.33.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.36.3 Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.80 litr/10 sqm of approved brand and manufacture.

C - CONSTRUCTION OF DRAINS:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

D - CONSTRUCTION OF CULVERTS:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

Providing, laying and compacting Granular Base/Sub-base with naturally occurring Sand Gravel Material free from organic ore other deleterious constituent spreading with Motor Grader and compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150mm (spread thickness).

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

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

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

5.9.3 Suspended floors, roofs, landings, balconies and access platform.

E- CONSTRUCTION of RETAINING WALL:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.2 P/L cement concrete in retaining walls, return walls, walls (any thickness) including attached pillasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centering & shuttering:

4.2.1 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

F - CONSTRUCTION OF GALLERY & OPEN GYM:

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.2 P/L cement concrete in retaining walls, return walls, walls (any thickness) including attached pillasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centering & shuttering:

4.2.1 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.2 Walls (any thickness ) including attached pilasters, buttresses, plinth and the string courses etc.

10.24 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

10.24.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .

Providing and Fixing Open Gym Equipments.

Open Gym Equipments:

(i) Code No. FNF016-Chest Press Cum Shoulder Press

(ii) Code No. FNF006D-Leg Press Double

(iii) Code No. FNF019-Leg Press Cum Parallel Bar

(iv) Code No. FPSPCL245-Leg Press Cum Standing Twister-New

(v) Code No. FNF013-Leg Press Cum Walker Cum Standing Twister

(vi) Code No. FPSPCL214-Standing Twister Three Way-New

(vii) Code No. FPSPCL187-Abb Tariner-Roto

(viii) Code No. FPSPCL248-Shoulder Twirl Double-New

(ix) Standing Triple Twister - PIPE MS B

(x) Chest Pressure (Double) - PIPE MS B

(xi) Sit up Board - PIPE MS B

(xii) Push up Bars - PIPE MS B

(xiii) Double Sky Walker - PIPE MS B

G-CONSTRUCTION OF FOOTPATH:

2.8 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.

2.8.1 All kinds of soil.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.1.2 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

6 Providing and laying 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 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

6.1 60mm thick

H-LANDSCAPING:

Grassing with 'Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed)

ii. In rows 7.5 cm apart in either direction

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (A venue trees) in 0.60 m dia holes, I m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

I-RENOVATION OF EXISTING FOUNTAIN:

2.8 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.

2.8.1 All kinds of soil.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

4.1.2 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

J-Guard House with Surveillance room

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

2.25 Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement:

5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

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

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.20 A Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

5.20 A.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.19 Suspended floors, roofs landings, balconies and access platform, with water proof ply 12 mm thick.

5.9.20 Lintels, Chajjas, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12 mm thick.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in :

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

6.9 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in .

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

9.1 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).

9.1.1 Local best quality Teak wood.

9.4 Providing & fixing panelled or panelled and glazed shutters for doors, windows, clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.

9.4.1 Local best quality Teak wood.

9.4.1.1 35 mm thick shutters

9.22 P/F MS grills of required pattern in frames of windows etc. with MS flat, square or round bars etc. including priming coat with approved steel primer all complete.

9.22.2 Fixed to openings/wooden frames with rawl plugs screws etc.

9.27 Providing 40x5 mm. flat iron hold fast 40 cm. i/c fixing to frames with 10 mm. dia. Nuts & wooden plugs and embedding to cement concrete block 30x10x15 cm.1:3:6 (1 cement : 3 course sand : 6 stone agrt. 20 mm. nominal gauge)

9.63 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete:

9.64 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete:

9.66 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete:

11.27 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacture) 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

11.28 Providing and fixing ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of Ist 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.

11.33 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 brand & manufacturer, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut wlth the zero chipping diamond cutter only. Laying of tiles will be done with the notch towel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily.

11.33.1 Double charge vitrified tile polished finish of size

11.33.1.1 Size of Tile 600x600 mm

13.4 12mm cement plaster of mix :-

13.4.1 1:4 ( 1 cement : 4 coarse sand)

13.10 15mm cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall.

13.58 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

13.29.1 New work (two or more coats) over and i/c priming coat with cement primer.

13.31 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.

13.31.1 Water thinnable cement primer

13.33 Finishing walls with textured exterior paint of required shade :

13.33.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.37 Applying priming coat:

13.37.1 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

13.36.2 Painting wood work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.75 litr/10 sqm of approved brand and manufacture.

13.36.3 Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 litr/10 sqm over an under coat of primer @ 0.80 litr/10 sqm of approved brand and manufacture.

Septic Tank :

2.8 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.

2.8.1 All kinds of soil.

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:

5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size)

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

5.3 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

5.20.2 Thermo-Mechanically Treated bars

5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns etc. and mass concrete.

5.9.19 Suspended floors, roofs, landing, balconies and access plateform, with water proofing ply 12mm thick.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in :

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

13.7 12 mm cement plaster finished with floating coat of neat of mix :

13.7.1 1:3 (1 cement 3 f/sand)

K-Water Supply & Sanitary Installation :

16.2 P/F white vitreous china pedestal type watercloset squating pan (European type W.C. pan) with seat and lid, 10 litre low level white PVC flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls & floors wherever required:

16.2.1. (a) W.C. pan with ISI marked white solid plastic seat and lid.

16.7A. P/F wash basin C.I. brackets, 15mm dia C.P. brass single hole basin mixure of approved qquality and make, including painting of fittings and brackets, cutting and making good the walls wherever required.

16.7A.1 White Viterous China Wash basin size 550x400 mm with a 15 mm C.P brass.

Additional/17. P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge.

Additional/17.1. 75 mm dia

Additional/17.2. 110mm dia

Additional/19. Providing and fixing PVC traps with 100 mm inlet and 75 mm out of self cleaning design with screwed down of hinged grating with or without vent arm complete i/c cost of cutting and making good the walls and floors.

17.6. P/F Chlorinate Polyvinyl Cloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. External work.

17.6.5. 40mm nominal outer dia pipes

17.6.4. 32mm nominal outer dia pipes

P/F Chlorinate Polyvinyl Cloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work, including cutting chases and making good the wall etc.

17.5.1. 15mm nominal outer dia pipes

17.11. P/F C.P. brass bib cock of approvedr quality

17.11.1. 15mm nominal bore

16.34. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

16.34.2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

16.28. Providing & fixing mirror of superior glass (approved qquality) and of reqquired shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing :

16.28.2. Rectangular shape 453x357 mm

17.28. Providing and placing on terrace(at all floor levels) polythynene water storage tank, IS : 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 with 400mm dia. Nominal base G.I. overflow tube 25mm nominal G.I. inlet and 15mm nominal G.I. outlet tube i/c hoisting a height of 10m above ground level.

L-Internal Electrical Installation :

Wiring for light point /Fan point / Exhaust Fan point /Call bell point with 1.5mm2 FR PVC insulated copper conductor single core cable in PVC casing & capping with modular type switch, modular plate suitable size G.I box and earthing the point with 1.5mm2 FR PVC insulated copper conductor single core cable etc. as reqd.

2. Group B

3. Group C

Wiring for light point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in PVC casing capping along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.

Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in PVC casing capping along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.

Wiring for circuit/sub-main wiring along with earth wire with (the following size of) FR PVC insulated copper conductor single core cable in PVC casing & capping etc. as reqd.

1. 2x1.5mm2 + 1x1.5mm2 earth wire.

2. 2x2.5mm2 + 1x2.5mm2 earth wire.

3. 2x4mm2 + 1x4mm2 earth wire.

4. 4x6mm2 + 2x6mm2 earth wire.

S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd. (for light plugs to use in non-residential building).

S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd.

S/F 48" Sweep (1200mm) A.C Ceiling fan complete with down rod, canopy,3(three) blades but without regulator etc. as reqd. (make Bajaj/Usha or similar).

P/F stepped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd.

S/F of 305mm sweep exhauset fan complete with all accessories i/c connection etc. as reqd.

P/F 6 way, (2+6 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including poweder coatede painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator).

P/F 40 amp. Double pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

P/F 5 amp. to 32 amp. rating 230V 'B' series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

P/F 63A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in thecubicle panel board, making connection as reqd.

S/F bus bar chamber with 4 strips copper bus bar of length 300mm suitable for 63A capacity complete with all accessories i/c connection earthing the body etc as reqd.

Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.

Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd.

P/F earth bus of 25mmX5mm copper strip on surface or in recess for connection etc as reqd.

S/F 12W LED bulb.

S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminium housing & integrated electronic driver with THD<10% i/c connection etc as reqd.

M-Installation of Surveillance System (CCTV):

Supply Installation, testing and commissioning of 4MP IP IR vandal-proof Bullet Fixed Zoom Camera, 1/2.9"sony progressive scan CMOS, H.264 High-profile, 2.8~12mm, TDN, R, ONVIF Profile S, TF card support, PoE, 24VAC/12VDC, 10~15m IR distance, IP66, Vandal-proof. Honeywell/Axis/Bosch/Avigon/ WISENET)

Supply Installation , testing and commissioning of 32CH D1 / 16CH 720P / 8CH 1080P / 4CH 3-Megapixel HUS NVR, 8 HDDs max 32TB, RAID, Hot Swap, 2 eSATA, 2 1000M Ports, ONVIF, Overseas power cords. (Makes: Makes: Honeywell/Axis/Bosch/Avigon/ WISENET)

Supply , Installation , Testing and commissioning of CAT 6 UTP cable 23 AWG solid copper onductors Approved Make : Molex/Panduit/Siemon/ Legrand

Supply , Installation , Testing and commissioning of loaded 24 port CAT6 jack panel for CAT6 cable termination Approved Make : Molex/Panduit/Siemon/ Legrand

Supply , Installtion , Testing and comissioning of CAT6 information outlet (I/O) for Data , Voice & CCTV Approved Make : Molex/Panduit/Siemon/ Legrand

Supply , Installtion , Testing and comissioning of 1 or 2 port face plate white for I/O fixing at user side Approved Make : Molex/Panduit/Siemon/ Legrand

Supply , Installation , Testing and commissioning of CAT6 patch cord 3 feet for rack side switch termination Approved Make : Molex/Panduit/Siemon/ Legrand

Supply, Installation, Testing & Commissioning of armoured 6 core Singlemode OS2 (9/125 Micro), Corrugated ECCS Armor, HDPE (UV) Sheathing, Theoxtropic gel filled OFC cable with 2 Nos steel music wire embedded in side sheathing as stregth member for switch connectivity. Cable should be ROHS compliant and as per IEC60749-1 Approved Make : Molex/Panduit/Siemon/ Legrand

Supply, Installation, Testing & Commissioning of 24F SM loaded LIU with LC adaptor plates, pigtel cables, Spilce tray, cable holder and 4 nos of cable entry exist point with rubber gurment along with the LIU, Powder Coaded 1.2mm steel sheet metal, 1U etc complete as required. LIU should be in accordance with YD/T 778-2006 Optical Distribution Frame & YD/T 1272.1-2003 Optical Fiber Connector Part 1: Type LC. Approved Make : Molex/Panduit/Siemon/ Legrand

Supply, Installation, Testing & Commissioning of LC-LC singlemode OS2 (9/125) duplex, LSZH fiber patch cord 2 mtr length for LIU to switch connectivity. Patch Cord should have aramid yarn as strenght member with 1000 time mating cycle. Approved Make : Molex/Panduit/Siemon/ Legrand

Supply , Installtion , Testing and comissioning of 15 U wall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos of hardware pkts Approved Make : APW/MTS/Rittal

Supply , Installtion , Testing and comissioning of 6U wall mount rack with fans , 2 cable managers , satationary shelf , 2 Nos of hardware pkts Approved Make : APW/MTS/Rittal

Supply, installation, Testing and Commissioing of HDD 2TB

Supply, Installation, Testing and Commissioning of Full HD 42" LED Professional Display Panel. Approved Make: LG, Panasonic, FOXSKY, Samsung

Supply, Installation, Testing and Commissioning of Workstation PC: Intel(R) Core(TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); Memory: 4GB, NON-ECC, 1600MHZ; RAM: 4GB (1x4GB) Non-ECC DDR3 1600MHz SDRAM Memory; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/-RW, Data Only; 20" TFT Monitor; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 50GB, 7200 RPM 3.5" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit. Approved Make: Dell, Lenovo, HP

Supply, Installation, Testing & Commissioning of Access Switch 24 port 10/100/1000BASE-T PoE-plus, Approved Makes : Extreme/Ericsson/Enterasys/CISCO

Supply, Installation, Testing & Commissioning of Access Switch 8 port 10/100/1000BASE-T PoE-plus, Approved Makes : Extreme/Ericsson/Enterasys/CISCO

Supply and fixing of following sizes of PVC conduit along with the accessories in surface/ recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required

Supplying and laying of following size DWC HDPE pipe ISI 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 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (a) 63mm dia (OD-63mm & ID-175mm nominal).

N-Development of Parking

2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed.

2.1.1 All kinds of soil

Providing, laying and compacting Granular Base/Sub-base with naturally occurring Sand Gravel Material free from organic or other deleterious constituents spreading with Motor Grader and compacted by rolling with power roller of 8 to 10 tonne capacity in layers not exceeding 150mm (spread thickness).

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering - All work upto plinth level:

4.1.6 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

6. Providing and laying 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 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Enginneer-in-charge.

6.1 60 mm thick.

O-Dedicate supply pipeline

2.10. Excavating trenches of required width for pipes, cables, etc. i/c excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 m i/c 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

2.10.1. All kinds of soil

2.10.1.1. Pipes, cables etc, exceeding 80 mm dia. But not exceeding 300 mm dia.

Laying & fixing in trenches galvanised mild steel tube (light grade) of the following nominal bore and tube fillings (earth work in trenches to be measured and paid or separately).

(b) 100 mm GI pipe

2.23 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 & watering lead upto 50 m and lift upto 1.5 m

Mechanical transportation of pipes of D.I. and G.I. pipes from stores stackyard at Lamphelpat upto work site for an average lead of 5 kms.

Providing and laying of pipes specials

(i) Sluice Valve (100mm dia.)

(ii) Falanged Adapter

(iii) Flexible Coupling

(iv) Bend 45 degree

(v) Bend 90 degree

Cost of pipe

MAVEN INFRASTRUCTURE PROJECTS PRIVATE LIMITED