Construction of Automated Testing Station/Inspection and Certification Centre at Lamlai, Imphal East (Central Components and State Components)

Amount

A) STATE COMPONENT

I) Sh: Construction of Compound Fencing, Retaining wall & 2 Nos. Gate)

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.

2.24 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 Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, 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 and finishing:

4.1.2 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)

5.2 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.

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

5.9.14 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills.string courses, bands, copings, bed plates, anchor blocks and the like.

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.

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 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.

2.24 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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 40 mm nominal size)

7.1 Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1 :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with

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

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 string courses etc.

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment,wing wall/retum wall with 100 mm dia pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face.Complete as per drawing and Technical specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and retum wall to the full height compacted to a firm condition complete as per drawing and technical specification.

C) Construction of G.I. Netting Wire Fencing

2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, withn a lead of 50m.

2.8.1 All kinds of soil.

2.24 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by raming and watering, lead upto 50m and lift upto 1.5m

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

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 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).

5.20 Reinforcement for R.C.C Work including straihtening, 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.

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 .

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

S/F galvanised steel barbed wire, weighing 9.38kg/100m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staple or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid seperately).

Supplying & fixing 4mm galvanised iron wire netting 100x100mm mesh made up into mattresses or cages, lapped wired and laid in position i/c closing after filling.

II) Sh: Construction of Security Block.

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.

2.24 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

2.26 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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 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 :

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

(b)5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

(c)5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

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

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

6.1 Brick work with 1st class 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.

9.6 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked MS pressed butt hinges bright finished of required sizes with necessary screws.

9.6.1 Local best quality Teak wood.

9.6.1.1 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.

9.26 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)

9.62 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:

9.63 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:

9.65 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:

11.2 Cement concrete flooring 1 :2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.

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

11.36 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry@ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.

11 .36.2. 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

13.34 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.34.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/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.

Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.

IEI for security block

Wiring for light point/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.

(ii). Group B

(iii). Group C

Wiring for light plug/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FRLS PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit as required.

(ii). 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

(iv). 2 x 6 sq. mm + 1 x 6 sq. mm earth wire

Supply 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 .

Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch , connection etc . as required .

Supply and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, 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 withoy MCB/ RCCB/ Isolator). - 6 way, double door.

Supplying and fixing following rating, double pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

Supplying and fixing 5 amp. to 32 amp. rating 240V/415V, 10KA 'C' curve, miniature circuit breaker suitable for inductive load of following pole in the existing MCB DB complete with connection, testing and commissioning etc. as reqd. - Single pole.

P/F 32A 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.

Supplying of high efficient 9W Ziva surface LED down light. (Make Havells -ZIVASURRDDLR9WLED840S).

Supplying of 10W LED Hexa IP66 bulkhead. (Make - Havells - Ziva surface down light. ( Make Havells -HEXAFT10WLED857SSYMBOPC).

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing as required.

III) Sh: Land Development.

2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clodes watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m.

2.2.1 All kinds of soil.

IV) SH: Construction of Culvert and one sided wall Internal Drain near Retaining wall.

A - 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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 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.

B - 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 according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC-Grd-II of MOST specification flee from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding l50mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-incharge.

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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 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 :

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

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

(c)5.9.3 Suspended floors, roofs, landings, balconies and access platform.

V) Sh: Construction of Electrical Sub-Station.

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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 40 mm nominal size)

4.8 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

4.11 Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

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 :

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

(b)5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

(c)5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

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

(e)5.9.20 Lintels, Chajjas, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12 mm 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)

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)

18.1 Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required EPDM rubber/ Neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cteatangle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and the directions of Engineer-incharge.(Glazing and panelling to be paid for separately):

18.1.1 For fixed portion.

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

18.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item

18.3.1 With float glass panes of 5.50 mm thickness

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.

9.26 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)

9.62 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:

9.63 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:

9.65 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:

10.6 Supplying and fixing rolling shutters of approved make, made of required size tvi.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 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters.

(a) 80x1.25nmm M.S. laths with 1.25 mm thick top cover

10.7 P/F ball bearing for rolling shutters

11.2 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone stone aggregate) finished with a floating coat of neat cement slurry, but excluding the cost of noising of steps etc. complete.

11.2.1 40mm thick with 20mm nominal size stone aggregate.

11.32 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.

11.36 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry@ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.

11.36.1 Size of Tile 500x500 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

13.34 Finishing walls with Acrylic Smooth exterior paint of required shade :

13.34.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm.

13.46 Painting with aluminium paint of approved brand and manufacture to give an even shade:

13.46.1. Two or more coats on new work

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.

4.15 Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.

B - Construction of fencing:

2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, withn a lead of 50m.

2.8.1 All kinds of soil.

2.24 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by raming and watering, lead upto 50m and lift upto 1.5m.

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 upto 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).

5.20 Reinforcement for R.C.C Work including straihtening, 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:

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

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 .

11.2 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone stone aggregate) finished with a floating coat of neat cement slurry, but excluding the cost of noising of steps etc. complete.

11.2.1. 40mm thick with 20mm nominal size stone aggregate.

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

Supplying & fixing 4mm galvanised iron wire netting 100x100mm mesh made up into mattresses or cages, lapped wired and laid in position i/c closing after filling.

IEI for electrical sub statione.

Wiring for light point/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.

(i). Group A

(ii). Group B

(iii). Group C

Wiring for light plug/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FRLS PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit as required.

(ii). 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

(iv). 2 x 6 sq. mm + 1 x 6 sq. mm earth wire

Supply 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 .

Supply and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, 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 withoy MCB/ RCCB/ Isolator). - 6 way, double door.

Supplying and fixing following rating, double pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

Supplying and fixing 5 amp. to 32 amp. rating 240V/415V, 10KA 'C' curve, miniature circuit breaker suitable for inductive load of following pole in the existing MCB DB complete with connection, testing and commissioning etc. as reqd. - Single pole.

P/F 32A 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.

Supplying of 300 mm (900/1200) RPM T. Force 1P exhaust fan ( Make - Havells-FA06).

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

Supplying of high efficient 9W Ziva surface LED down light. (Make Havells -ZIVASURRDDLR9WLED840S).

Supplying of 10W LED Hexa IP66 bulkhead. (Make - Havells - Ziva surface down light. ( Make Havells -HEXAFT10WLED857SSYMBOPC).

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing as required.

VI) Sh: Construction of Internal Road.

2.6 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 getting out and disposal of excavated earth, lead upto 50 m and lift upto 1.5m, as directed by the Engineer in charge.

2.8.1 All kinds of soil.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder

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 :

4.1.5 1:3:6 ( 1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

11.37 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.

11.37.2 80mm thick

7.1 (vol ii) Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408). Using Concrete Batching and Mixing Plant

(ii) PCC M-20 for Kerb Cast-in- situ

3.23 (vol ii)Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm intemal diameter ofmetay asbestos cement/ cement concrete/PvC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrornding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated materiol to be utilised in roadway ar site )

VII) Sh: Construction of Toilet Block & U/G water 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

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 :

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

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 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).

(a) 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 :

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

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

(c)5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

(d)5.9.15 Edges of slab and breaks in floors and walls.

5.9.15.1 Under 20 cm wide.

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

(f)5.9.20 Lintels, Chajjas, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12 mm 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)

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

9.27 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.

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.

13.29 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.

16.2 Providing and fixing white vitreous china pedestral type watercloset (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. 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 and floors wherever required :

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

16.7 P/F wash basin C.I. brackets, 15mm C.P. brass pillar tape, 32mm C.P. brass waste of standard pattern including painting of fittings and brackets, cutting and making good the walls wherever required.

16.7.1 White Viterous China Wash basin size 630x450 mm with a single 15 mm C.P.

16.4 P/F white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

16.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern.

P/F 110mm P/F UPVC soil, waste, rain water and vent pipes i/c all requisite fittings, joiting of pipes and fittings with solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in charge.

(i) 110 mm dia

(ii) 75 mm dia

P/F PVC traps with 100 mm inlet and 100 mm outlet 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.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m 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.

17.2.1 1216 (15 mm OD) pipe

17.2.2 1620 (25 mm OD) pipe

17.29 P/F C.P. brass bib cock of approved quality conforming to IS:8931 :

17.29.1 15 mm nominal bore

17.32 P/F C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931

17.32.1 15 mm nominal bore

17.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, I.S. : 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.

IEI for toilet bloc

Wiring for light point/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.

(i). Group A

(ii). Group B

(iii). Group C

Wiring for light plug/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FRLS PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit as required.

(ii). 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

(iv). 2 x 6 sq. mm + 1 x 6 sq. mm earth wire

Supply 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 .

Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch , connection etc . as required .

Supply and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, 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 withoy MCB/ RCCB/ Isolator). - 6 way, double door.

Supplying and fixing following rating, double pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

Supplying and fixing 5 amp. to 32 amp. rating 240V/415V, 10KA 'C' curve, miniature circuit breaker suitable for inductive load of following pole in the existing MCB DB complete with connection, testing and commissioning etc. as reqd. - Single pole.

P/F 32A 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.

Supplying of 300 mm (900/1200) RPM T. Force 1P exhaust fan ( Make - Havells-FA06).

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

Supplying of high efficient 9W Ziva surface LED down light. (Make Havells -ZIVASURRDDLR9WLED840S).

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing as required.

VIII) Sh: Construction of Pump House.

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 :

4.1.7 1:5:10 ( 1 Cement: 5 coarse sand: 10 graded stone aggregate cum 40 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).

(a) 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 :

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

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

6.8 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:

6.8.1. Cement mortar 1 : 3 {1 cement : 3 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).

9.1.3. Local best quality Tolhao wood.

9.6 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked MS pressed butt hinges bright finished of required sizes with necessary screws.

9.6.2. Local best quality Tolhao wood.

9.6.2.2. 30 mm thick

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)

9.64 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:

13.4 12mm cement plaster of mix :-

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

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.

13.37 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.

11.4 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1 :2(1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed@ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry.but excluding the cost of nosing of steps etc. complete.

10.16 Steel work in built up tubular (round, square or recta ngular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.

10.16.3. Electric resistance or induction butt welded tubes.

10.6 Suppling and fixing rolling shutters of approved make of required size M.S. laths interlocket together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guidesand arrangements for inside and ouside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No. 2 and M.S. top cover of required thickness for rolling shutter.

10.6.1. 80x1.25mm M.S. laths with 1.25 mm thick top cover

10.7 Providing and fixing ball bearing for rolling shutters

12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch 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 both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal,complete upto 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 with

12.46.1. Precoated galvanised iron profile sheets 0.35 mm thick

12.47 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :

12.47 .1.1 . Precoated galvanised iron profile sheets 0.35 mm thick

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.

IEI for pump house

Wiring for light point/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.

(ii). Group B

(iii). Group C

Wiring for light plug/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FRLS PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit as required.

(ii). 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

(iv). 2 x 6 sq. mm + 1 x 6 sq. mm earth wire

Supply 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 .

Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch , connection etc . as required .

Supply and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240V, 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 withoy MCB/ RCCB/ Isolator). - 6 way, double door.

Supplying and fixing following rating, double pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.

Supplying and fixing 5 amp. to 32 amp. rating 240V/415V, 10KA 'C' curve, miniature circuit breaker suitable for inductive load of following pole in the existing MCB DB complete with connection, testing and commissioning etc. as reqd. - Single pole.

P/F 32A 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.

Supplying of 300 mm (900/1200) RPM T. Force 1P exhaust fan ( Make - Havells-FA06).

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

Supplying of high efficient 9W Ziva surface LED down light. (Make Havells -ZIVASURRDDLR9WLED840S).

Supplying of 10W LED Hexa IP66 bulkhead. (Make - Havells - Ziva surface down light. ( Make Havells -HEXAFT10WLED857SSYMBOPC).

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 4 mm dia copper wire on surface or in recess for loop earthing as required.

IX)Electrical Works

SITC of 250 KVA, 11/0.433 KV, 3Phase, 50 Hz, Dyn-11, Oil cooled, copper wound outdoor type Distribution Transformer with LV Site cable box and first filling of oil along with standard fittings conforming to IS:1180 2014 (Part-I):, Level-I (Amendment - 4).

Supplying & Fixing of LT cubical panel board made from 2.0 mm thick CRCA MS sheet of not less than 1000 mm deep duly dust and vermin proof totally enclosed free floor standing i/c P/F 400 ampere aluminium busbar for distribution system 3 phase, 4 wire 415 volt,50 c/s A.C. Supply i/c earth strips complete in all respects i/c painting with synthetic enamelled paint connection, interconnection so as to make the panel complete etc as reqd. i/c P/F of following electrical switch gears in the existing cubical panel board with suitable size of thimbles, ferrules etc. as reqd.

Incomer.

a) 50 KA, 400 A, Four Pole ACB EDO Type with O/L, S/C & G/F protection – 2 Nos.

c) LED Indicating light for incomer ACB’s

d) 6 A, SPMCB – 5 No.

Outgoing

a) 35/36KA, 200 A, TPN MCCB (thermo magnatec)– 1No.

b) 25 KA,160 A, TPN MCCB (thermo magnatec) – 2 No.

c)25 KA, 100 A, TPN MCCB (thermo magnatec) – 1No

d) 25 KA, 63 A, TPN MCCB (thermo magnatec) – 2 No.

Supply of following size XLPE insulated, cores laid up. PVC inner sheathed Aluminium armoured cable 1.1KV grade. - 3.5 x 185 sqmm Al. amoured cable.

Supply of following size XLPE insulated, cores laid up. PVC inner sheathed Aluminium armoured cable 1.1KV grade. - 3C x 120 sqmm

Supply of following size XLPE insulated, cores laid up. PVC inner sheathed Aluminium armoured cable 1.1KV grade. - 4 C x 16 sqmm

Supply of following size XLPE insulated, cores laid up. PVC inner sheathed Aluminium armoured cable 1.1KV grade. - 2C x 10 sqmm

Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required (i). 100 mm dia

Providing 46-50mm dia. DWC HDPE pipe for cable laying between pole to pole/pole to Distribution box/Distribution box to source.

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. (i). Above 95sqmm to upto 185 sq.mm

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. (i). Upto 35 sq.mm

Supplying and fixing 16 sqmm thimble.

Supplying and fixing 10 sqmm thimble.

Supplying and making outdoor cable end termination with heat shrinkable joining kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grads as required.

(i).120 sq. mm

Supplying and making straight through joint with cast resin compound including ferrules and other joining materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grads as required.

(i).3.5 x 185 sq. mm

P/L (0.45x0.45x0.90)+(0.90x0.90x0.90)cum type muffing for errection of upto 9 mtr. Long pole embaded in 1:3:6 ( 1 cement :3 c/sand : 6 stone aggt. of 40mm nominal gause i/c centering & shuttering the earth work etc. as reqd.

Providing & errection of 1m single arm bracket, 6M HDG octagonal pole with 70x130 top & bottom dia, 3mm thick sheet with foundation bolt (set of 4) i/c foundation etc. as reqd

Supply and fixing of 100W LED street light made up of pressure die-cast aluminium housing with high efficiency LED as lighting i/c connection ecte. as required. (ENDURA SUNDOW NSL 100W LED 765PASYBOPV- Havells).

Supply & drawing 2 x2.5 mm of FR PVC insulated copper single core cable in existing surface / recessed steel / PVC conduit 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.

Providing & fixing of earthing for each street light pole shall be provided with double coil earthing using 8 SWG G.I wire wound to 50mm diameter earth electrode and shall be connected to Earthing stud of pole. The earth electrode shall be buried upto a depth of 1 M below the ground level.

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 25mm X 5mm copper strip on surface or in recess for connections etc. as required.

X) Sh : Construction of Inspection Shed and Administrative block

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.

2.24 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

2.26 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)

4.15 Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.

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 :

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

(b) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

(c) 5.9.7 Stairs, (excluding landings) except spiral-staircases.

(d) 5.9.15 Edges of slab and breaks in floors and walls.Under 20 cm wide.

(e) 5.9.18. Weather shade, Chajjas, corbels etc., including edges.

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

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

5.33 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.

5.33.1. 450 mm dia. Piles

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)

9.26 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)

9.62 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:

9.63 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:

9.65 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:

10.6 Suppling and fixing rolling shutters of approved make of required size M.S. laths interlocket together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guidesand arrangements for inside and ouside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No. 2 and M.S. top cover of required thickness for rolling shutter.

10.6.1. 80x1.25mm M.S. laths with 1.25 mm thick top cover

10.7 Providing and fixing ball bearing for rolling shutters

10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters.

10.8.2 Exceeding 16.80 sqm in area.

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

10.16.3. Electric resistance or induction butt welded tubes.

10.19 Providing and fixing bolts including nuts and washers 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

11.36 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade,in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry@ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.

11.36.2 Size of Tile 600x600 mm

12.37 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i)Single socketed pipeste.

12.37.1. 75 mm diameter

12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch 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 both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal,complete upto 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 with .

12.46.3. Precoated galvanised iron profile sheets 0.50 mm thick

12.47 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :

12.47.1. Ridges plain (500 - 600mm).

12.47.6. Gutter (600 mm over all girth).

13.1 12mm cement plaster of mix :-

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

13.3 20 mm cement plaster of mix :-

13.3.1 1:4 ( 1 cement : 4 coarse sand)

13.9 Cement plaster 1:3 (1 cement: 3 coarse sand} finished with a floating coat of neat cement.

13.9.2. 20 mm cement plaster.

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

13.36.3 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.

13.37 Applying priming coat:

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

13.46 Painting with aluminium paint of approved brand and manufacture to give an even shade:

13.46.1. Two or more coats on new work

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.

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

18.1 Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required EPDM rubber/ Neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cteatangle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steelscrews, all complete as per architectural drawings and the directions of Engineer-incharge.(Glazing and panelling to be paid for separately):

18.1.1 For fixed portion.

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

18.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):

18.3.1 With float glass panes of 5.50 mm thickness

Water Supply & Sanitary Installation :

16.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.1. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

16.3.1 W.C. pan with ISI marked white solid plastic seat and lid.

16.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x41 0x265 mm sizes respectively with utomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

16.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern

16.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :

16.5.1 Single half stall urinal with 5 litre P. V.C. automatic flushing cistern

16.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G. I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required :

16.6.1 Single half stall urinal with 5 litre P. V.C. automatic flushing cistern

16.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-

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

16.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

16.13 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

16.19 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

16.26 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

16.26.1.2 40 mm dia

16.28 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing

16.28.2 Rectangular shape 453x357 mm

16.29 Providing and fixing toilet paper holder:

16.29.2. Vitreous china

16.31 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.

16.31.1 Waste coupling 31 mm dia of 79 mm length and 62mm breadth each weighing not less than 45 gms

16.32 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.

16.33 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

16.35 Providing and fixing PTMT urinal cock of approved quality and colour.

16.35.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms.

17.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall

17.1.5 40 mm nominal outer dia Pipes

17.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m 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.

17.2.2 20 mm nominal outer dia Pipes

17.2.3 25 mm nominal outer dia Pipes

17.2.4 32 mm nominal outer dia Pipes

17.13 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

17.13.2. 150 mm diameter

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

17.24 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

17.24.1. 15 mm nominal bore

17.27 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

17.27.1. 15 mm nominal bore

17.28 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931

17.28.1. 15 mm nominal bore

17.29 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.

17.37 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms

17.43 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.

17.43.2 15 mm nominal bore with 45 cm length

17.46 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.

Providing and fixing 75 mm 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.

Waste pipe 75mm dia

Providing and fixing 110 mm 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.e.

110mm dia for Toilet

Providing and fixing SWR Nahani 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.

External SWR connection :

2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 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 :

2.10.1 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 upto plinth level:

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

17.17 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1 :5:1 0 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

17.17.1 With 1st class common burnt clay F.P.S. (non-modular) bricks

17.41 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :

17.41.5. 300 mm dia Ductile Iron Class K-7 pipes

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 upto 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 :

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

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

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

(d) 5.9.15 Edges of slab and breaks in floors and walls.Under 20 cm wide.

13.9 Cement plaster 1:3 (1 cement: 3 coarse sand} finished with a floating coat of neat cement.

13.9.2. 20 mm cement plaster.

19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

XI) Sh: Construction of Storm Water Drain.

A - 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 : l

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

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

XII) Sh: Construction of Parking.

2.6 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 getting out and disposal of excavated earth, lead upto 50 m and lift upto 1.5m, as directed by the Engineer in charge.

2.8.1 All kinds of soil.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder

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 :

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

11.37 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.

11.37.2 80mm thick

XII) Sh: Construction of underground sump.

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 :

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

(b)4.1.2 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)

5.2 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 t:

5.20.2 Thermo-Mechanically Treated bars

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

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

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

(c)5.9.3 Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick

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.

XIII) Sh : Construction of viewing platform.

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

10.16.3. Electric resistance or induction butt welded tubes.

10.19 Providing and fixing bolts including nuts and washers complete.

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

10.24.1. In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete.

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.

XIV)Sh: Horticulture works.

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

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measureed in stacks will be reduced by 20% for payment)

10.11 (vol ii)Supply at Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking)

10.12 (vol ii)Supplying Sludge (Supply at site of work/store-deoiled neem cake duly packed in used gunny bags)

Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer in charge

10.1 (vol ii )Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately).

10.2.2 (vol ii) 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)

(a) In rows 15 cm apart in either direction

10.14 (vol ii) Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 meters)

10.9 (vol ii) Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfitling the trench, watering, fixing the tree guard and maintaining the plants for one year)

Planting Flowering Plants and Shrubs in Central Verge

XV) Sh: Internal Electrical Works.

Wiring for light point/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.

(i). Group A

(ii). Group B

(iii). Group C

Wiring for light plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for Circuit/Submain Wiring alongwith earth wire with the following sizes of FRLS PVC insulated, copper conductor,single core cable in surface/recessed medium class PVC conduit as required.

(i). 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire

(ii). 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire

(iii). 2 x 4 sq. mm + 1 x 4 sq. mm earth wire

(iv). 2 x 6 sq. mm + 1 x 6 sq. mm earth wire

(v). 4 x 10 sq. mm + 2 x 6 sq. mm earth wire

Supply 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 .

Supply and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin , 15/16 Amps modular socket outlet and 15/16 Amps modular switch , connection etc . as required .

Supplying and fixing 30 A, 415V, TPN industrial type socket outlet with 4 pole and earth, metal enclosured plug top alongwith 30 A "C" curve, TPMCB, in sheet steel enclosure, on surface or recess with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as reqd.

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box i/c connections but excluding modular plate etc. as required.

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

Supplying of 300 mm (900/1200) RPM T. Force 1P exhaust fan ( Make - Havells-FA06).

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

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

Supplying and fixing 9W LED Bulb.

Supplying of high efficient 9W Ziva surface LED down light. (Make Havells -ZIVASURRDDLR9WLED840S).

Supplying of 10W LED Hexa IP66 bulkhead. (Make - Havells - Ziva surface down light. ( Make Havells -HEXAFT10WLED857SSYMBOPC).

Supplying and Fixing of 80W LED robust highbay with PDC housing suitable for ceiling (Surface/Suspendended) mounting with sustem efficacy upto 150lm/W i/c connection etc as reqd. (Havells-SAUCERGENXHBP80WLED757P90DBOLTG)

SITC of floor mounted Double Door Outdoor Type Conforming to IP 55 protection, 3 phase, 400 Amps, 440 Volts, 50 Hz, to withstand rough usage and weather, fabrication with 16 SWG CRCA sheet with hinged type doors, detachable gland plates at top for cable chamber, earthing studs, bottom cable entry provision, including supplying and fixing the following switchgear, interlocking between incomer and bus coupler, interconnections with bus bar, internal control wiring, earthing etc. complete as required and as per technical specifications.

a)INCOMING:

(i)250A, 4 pole 36KA, MCCB with Thermal and Magnetic release with spreader link and rotary handle - 2 nos for 2 incomers.

(ii)Bus Bar - TPN Aluminium Main Horizontal Bus Bar of 400 Amps for each phase and neutral.

(iii)Interlocking arrangement for 2 incomers and 1 bus coupler.

(iv)Multifunction Meter - 2 nos 2 incomers.

(v)C.T. Resin cast, 250/5 Amps, 15 VA, Class 1

(vi)LED type indicating lamps (Red Yellow Blue) with control MCB = 2 set.

(vii)LED type indicating lamps (ON & OFF) with control MCB = 2 set.

b)BUS COUPLER:

(i)250A, 4 pole 36KA, MCCB with Thermal and Magnetic release with spreader link and rotary handle - 1 No.

(ii)LED type indicating lamps (ON & OFF) with control MCB = 1 Set.

c)OUTGOING

(i)63A, 4 pole 30KA, MCCB with Thermal and Magnetic Release with spreader link and rotary handle - 6 nos.

(ii)LED type indicating lamps (ON & OFF) with control MCB = 06 set.

(iii)32A TP MCB (C Curve) - 8 nos.

(iv)Interconnetion with Aluminium BusBar.

Supply of following size XLPE insulated, cores laid up. PVC inner sheathed Aluminium armoured cable 1.1KV grade.

(i). 4 C x 95qmm

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.

(ii). Above 95 sqmm and upto185 sqmm

Supplying and making indoor 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.

(iii). 3.5 C x 95 Sqmm

Earthing with GI earth pipe 4.5 metre long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke & salt as required.

Providing and fixing 25mm X 5mm GI strip on surface or in recess for connections etc. as required.

Earthing with Copper earth plate 600mm X 600mm X 3 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Providing and fixing 25mm X 5mm copper strip on surface or in recess for connections etc. as required.

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc.complete as required.

Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc. as required.

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For horizontal run)

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface of wall for lightning conductor complete as required. (For vertical run)

Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc as required

(i). 150 mm dia

Supplying and fixing cable route marker with 10 cm X 10 cm X 5mm thick G.I. plate with LT inscription there on, bolted /welded to 35mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

XVI) Sh: Fire Fighting Works.

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

e) 80 mm dia

g) 150 mm dia

h) 200 mm dia

Supplying and fixing single headed external Yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal coupling and cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal cap and chain as required. - Single headed Stailless steel.

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : GUN Metal

Supply and fixing standard short suze Branch pipe with nozzle 16mm dia (SS). Outlet with standard instantaneous type 63mm dia coupling. (ISI)

Supply and fixing Hose cabinet 450 (W) x 450 (D). 250(H)( SINGLE DOOR) as per sample approval by the consultant. The construction of the cabinet be in Sheet with red colour powder coating.

Supply and fixing Hose cabinet 900 (W) x 750 (D) 250(H)( DOUBLE DOOR) as per sample approval by the consultant The construction of the cabinet be in sheet with red colour powder coating.

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.

20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585

20 mm nominal internal dia gun metal globe valve & nozzle.

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

Supply and fixing ball valve (full boro type ) plastic coated lever and screwed female ends tested to 20 kg/cm2 of approved quality as specified.

a) 25mm dia

b) 15mm dia

Supply and fixing gunmetal single acting Air Release valve with screwed inlet 25mm dia.

Supply and fixing of fire bridge connection of connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required. - 2 way- 100mm dia M.S pipe.

Providing and fixing dial type pressure gauge with isolation cock and copper pipe at hydant station. a)Dial Diameter 100mm calibration 0-15 kg/sq.cm

Providing and fixing dial type pressure gauge with isolation cock and copper pipe at hydant station.

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc. as reqd.

a) 150 mm dia

b) 100 mm dia

c) 80 mm dia

Supplying, fixing, testing and commissioning of butterfly valveof PN 1.6 rating with bronze/gunmetal seat dulyISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

b) 65 mm dia

c) 80 mm dia

d) 100 mm dia

e) 150 mm dia

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. - 150mm dia.

Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required :

Horizontal type, multistage, centrifugal, split casing pump of cast iron body& bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.

Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325.

M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.

Suitable cement concrete foundation duly plastered with anti vibration pads.

2280 lpm at 70 m Head

Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump).

Horizontal type, multistage, centrifugal pump of cast iron bodyand bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.

Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325.

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.

180 lpm at 70 m Head

Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :

Incoming

Outgoing

Main Fire Pump

Jockey Pump

Diesel Engine Control

Control for diesel engine comprising Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode

Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication

All standard relays and accessories for automatic operation of diesel engine

System Controller

Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification.

Supply of CO2 type 4.5kg capacity Portable Fire Extinguishers assembled from brand new explosives approved cylinders, complete with screw-down type valve, internal discharge tube, one meter high pressure rayon braided hose, discharge horn and bearing ISI mark IS:3224. CO2 gas as per IS: 15222, Internal discharge tube IS: 738, Discharge duration 10-18 secs. Filled weight of extinguisher shall be 17 Kgs and tested to 250 kgf /sq.cm.

Supply of ABC type stored pressure Fire extinguisher, fabricated from MS tubes, fitted with brass forged squeeze grip valve assembly incorporated with pressure gauge, bearing IS: 1384 with initial charge of following capacity. ABC powder (MAP 50%) and pressurized with nitrogen gas. M.S. Body as per IS : 513 forged brass valve as per IS : 6912, Tested to 30Kgf/sq.cm. - 4kg Capacity

K. Kashi Singh (BID ID -10454)

L RISHIKANTA SINGH (BID ID -10451)