Construction of RCC Godown in the Premises of BTC Secretariat behind S.B.I., BTC Secretariat, Bodofa Nwgwr, Kokrajhar.

Amount

GODOWN 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer- in- Charge. 2.6.1 All kinds of soil.

2.27 Supplying and filling in plinth with sand 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: 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources.

4.3 Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1 Foundation, footing, brases for columns.

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

4.1 Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources.

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessasry excavation, levelling & dressing & finishing 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. 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strurs etc. above plinth level up to floor five level, excluding cost of centering, shuttering finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajja, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).

5.4 providing and laying upto floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

FORM WORK 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

5.9.20 Suspended floors, roofs, landings, balconies and access platfrom with water proof ply 12mm thick

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

5.9.6 Columns, pillars, piers, Abutments, Post and Struts.

5.9.7 Stairs, (excluding landings) except spiral- staircass

5.9.19 Weather shade, chajjas, corbels etc, including edges.

5.9.18 Small surfaces such as cantilever ends, brachets and ends of steps, caps and bases to pilasters and columns and the like.

5.22 Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.22A. Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 (a) Brick on flat soling.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement : 3 coarse sand)

6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.

9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fase lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood

9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part-I) decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains of cross bands and face veneers on both faces of shtters. 9.20.1 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

9.147.D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50m in height dimension comprising of uPVC multi-Chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +- 0.2mm thick galvanized mild steel section made from roll forming process of required length (Shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white power coated) touch locks with hook, zink alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I. fasteners 100 X 8 mm size for fixing frame to finished wall and necessary.. 9.147.D.1 Two track two panels sliding window made of (small series) frame 52 X 44 mm & sash 32 X 60mm both having wall thickness of 1.9 +- 0.2mm and single glazing bead of appropriate dimensin (Area of window upto 1.75 sqm)

9.15 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding windows with necessary screws etc. complete.

10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20 X 10 X 2 mm and braced with flat iron diagonals 20 X 5 mm size, with top and bottom rail of T-iron 40X40X6 mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a prime coat of approved steel primer.

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

10.6.7 Providing and fixing ball bearing for rolling shutters.

10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters. 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area

9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square of round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings/wooden frames with rawl plugs screws etc. @ 12 KG/Sqm

11.5 62mm thick cement concrete flooring with concrete hardener topping, under layer 50mm 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 mixed @ 2 litre per 50 Kg of cement or as per manufacture's specifications. This includes cost of cement slurry but excluding the cost of nosing of steps etc. complete.

11.41A. Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufactured) with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) Jointing with gray cement slurry @ 3.3 Kg/Sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping daimond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.3 Glazed Vitrified tiles Matt/Antiskid, finish of size 11.41A.3.1 Size of Tile 600 X 600 mm

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

13.5 15mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement : 4 coarse sand)

13.6 20mm cement plaster of mix: 13.6.1 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 20mm cement plaster

13.31 Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled/Struck or weathered pointing

13.37 White washing with lime to give an even shade 13.37.1 New work (three or more coats)

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

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

13.48.3 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.

10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.3 G.I. pipes

SANITARY WORK 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level with P.V.C flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures, complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580 X 440mm with integral type foot rests

17.2 Providing and fixing white vitreous china pedestal type water closet (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 level), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid

17.7 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standared pattern, including painting of fitting and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630 X 450mm with a pair of 15mm C.P. brass pillar taps

17.16A 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 making as approved by Engineer -in- Charge.

17.28 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete. 17.28.2 Flexible pipe. 17.28.2.1 32mm dia

17.29 Providing and fixing 100mm sand cast Iron grating for gully trap.

17.35 Providing and fixing soil, waste and vent pipes: 17.35.1 100mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS : 1729

17.36 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement : 2 find sand) in S.C.I/C.I. pipes. 17.36.2 100 mm dia pipe

17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10X10X10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including cost of cutting holes and making good the walls etc. 17.37.1 For 100mm dia pipe

17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 17.38.1 100mm dia 17.38.1.2 Sand cast iron S & S as per IS - 3989

17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 12.5mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) 17.61.1 100mm dia

17.69.1 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45 gms

100 USERS SEPTIC TANK 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 Engineer-in-charge. 2.6.1 All kinds of soil.

16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete: 16.12.1 With common burnt clay F.P.S (non modular) brick of class designation 7.5

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

4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources).

4.3 Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1 Foundation, footing, bases for columns

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. 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

FORM WORK 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Steel Reinforcement 5.22 Steel reinforcement for RCC work incuding straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more.

6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

6.12 Half brick masonry with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundations and plinth in: 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)

13.8 15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:13.8.1 1:3 (1 cement : 3 find sand)

5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

19.18 Supplying and fixing C.I cover without frame for manholes: 19.18.2 500mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 Kg

19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455 X 610mm internal dimensions total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), RCC top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size, inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design 19.30.1 Inside dimension 455 X 610 mm and 45 cm deep for single pipe line: 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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

17.35 Providing and fixing soil, waste and vent pipes: 17.35.1 100mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS : 1729

17.36 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 (1 cement : 2 find sand) in S.C.I/C.I. pipes. 17.36.2 100 mm dia pipe

WATER SUPPLY (PLUMBING) 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including allCPVC 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 18.7.1 15 mm nominal dia Pipes

18.7.2 20 mm nominal dia Pipes

18.7.3 25 mm nominal dia Pipes

18.8 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 walls etc. 18.8.1 15 mm nominal dia Pipes

18.8.2 20mm nominal dia pipes

18.8.3 25mm nominal dia pipes

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 18.9.1 15mm nominal dia Pipes

18.9.2 20mm nominal dia Pipes

18.9.3 25mm nominal dia Pipes

BRASS FITTINGS 18.15 Providing and fixing brass bib cock of approved quality 18.15.1 15mm nominal bore

18.16 Providing and fixing brass stop cock of approved quality: 18.16.1 15mm nominal bore

18.16.2 20mm nominal bore

18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.20.1 15 mm nominal bore

18.20.2 20mm nominal bore

18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

18.87A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in charge. 18.87A.1 For 15mm outer dia pipe

18.87A.2 For 22 mm outer dia pipe

18.87A.3 For 28mm outer dia pipe

18.88A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-in charge. Reducer 18.88A.1 For 22mm X 15mm outer dia pipe

18.88A.3 For 28mm X 22 mm outer dia pipe

18.90A. Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming toEN-10312 standards with V- profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Enginer - in- Charge. Elbow 90° 18.90A.1 For 15mm outer dia pipe

18.90A.2 For 22mm outer dia pipe

18.92A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in charge. Equal Tee 18.92A.1 For 15 mm outer dia pipe

18.92A.2 For 22mm outer dia pipe

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

Deep Tube Well 23.1 Boring/drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.2 Rocky strata including Boulders 23.1.2.1 300mm dia

23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.2 150mm nominal size dia

23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in charge.

23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V". notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in charge.

23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I) 23.15.2 150mm dia

18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 18.46.5 40 mm nominal bore.

18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.2 20mm nominal dia pipes

18.9.3 25mm nominal dia pipe

18.9.5 40mm nominal dia pipe

18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end) : 18.19.3 40 mm nominal bore 18.19.3.2 Vertical

MOTOR PUMP SET 39.70 Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the deptt. Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V Guar suitable for 100 mm bore well and above. 2 HP STAGE 6 to 30 with MCB controlled Submersible motor pump set control panel.

ELECTRICAL WORK 1.8 Wiring for light point/ fan point exhaust fan point call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1.8.1 Group A

1.8.2 Group B

1.8.3 Group C

1.14 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. 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire

1.23 Supplying and fixing following piano type switch/socket on the existing switch box /cover including connections etc. as required. 1.23.1 5/6 amps switch

1.23.3 15/16 A switch

1.23.4 3 pin 5/6 A socket outlet

1.23.5 6 pin 15/16 A socket outlet

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

1.27 Supplying and fixing following sizel modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.3 4 Module (125mmX75mm)

1.27.5 8 Module (125mm X 125mm)

1.27.6 12 Module (200mm X 150mm)

1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box wooden block including connections etc. as required.

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

2.1 Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 2.1.2 63 A TP&N

2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 2.2.14 125A, 36KA, FPMCCB

2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 2.5.1 4 way (4 + 12), Double door

2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing) MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole

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

2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

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

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

1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.

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

12.13 Supplying and erection of galvanised 'D' iron clamps complete with shackle insulator (75 mm x 90 mm),G. I. bolts, nuts and washers, coach screws etc. as required.

12.15 Supplying and erection of 75 mm X 90 mm shackle insulator with G. I. Bolt, nuts and straps etc. as required.

12.22 Erection of ACSR conductor of 7/3.35 mm to 7/4.00 diameter and above including binding etc. as required.

13.1 Supplying and erection of galvanised stay set for 11 KV over head lines complete with 19/ 20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm thick, thimble, stay clamps, turn buckle (20 mm X 600 mm), 7/ 4.00 mm dia G.I. stay wire and 11 KV strain insulator etc in cement concrete 1:3:6 (1 cement : 3. coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.

13.4 Supplying of channel iron 75 mm X 40 mm X 6 mm (7.14 kg per metre) cross arm for two 11 KV over head line conductors complete with 50 mm X 50 mm X 6 mm (angle iron bracket welded to the channel iron and complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins, bolts, nuts and washers etc (as per drawing) and painting with primer and finish paint as required.

13.1 Supplying and erection of 11 KV pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required.

13.11 Supplying and erection of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings, ball and socket type and complete with galvanised strain clamps, bolts, nuts, washers etc. as required.

13.2 Supplying of channel iron 100 mm X 50 mm x 6 mm (9.56 kg per metre) V shape cross arm for two 33 KV over head line conductors complete with 50 mm X 6mm M.S. flat iron clamps, bolts and nuts including drilling holes for insulator pins. bolts. nuts, washers etc and painting with primer and finish paint as required.

MR-1 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tapel inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip, Glavanised wire for cables up to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq. mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100 V grade as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 16.00 sq.mm 4 Core U.G. Cable.

MR-2 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip, Glavanised wire for cables up to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100 V grade as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 10.00 sq.mm 4 Core U.G. Cable.

MR-3 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip, Glavanised wire for cables up to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq. mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 650/1100 V grade as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 10.00 sq.mm 2 Core U.G. Cable.

MR-4 Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminum wire for single core up to 70 sq. mm, balance Aluminum strip. Glavanised wire for cables up to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq.mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed, 1650/1100 V grade as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 50.00 sq. mm 3 1/2 Core U.G. Cable.

MR-5 Supplying with including fitting fixing of Ceiling fan etc. as directed by the Deptt.

MR-6 Supplying with including fitting fixing of Exhaust Fan etc. as directed by the Deptt.

MR-7 Supplying with fitting & fixing of Recess mounting back-lit LED I x 4 tile in CRCA housing with full opal diffuser suitable for Armstrong / Grid ceiling with revolutionary Flicker controlled technology to reduce harmful invisible flicker present in LED Lighting source etc. as required and as directed by the Deptt. (Orient / Bajaj / Havells /Philips Make) etc.

MR-8 Supplying with including fitting fixing of LED Bulb 9 Watt. etc. as directed by the Deptt.

MR-9 Supplying including erection of 7.00 Mtr. G.I. Octagonal Pole with Single arm bracket of required size along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in 1:3:6 proportion of 1.00 Mtr. depth, Cement plastering etc. complete with all necessary materials as required and as specified by the Department. 7.00 Mtr. G.I. Octagonal Pole with single arm bracket.

MR-10 Supplying with fitting & fixing of highly effective front openable IP66 Street light/Campus light with aluminium pressure dia-cost housing, toughened glass in the front and peanut lens for batwing light distribution to ensure uniform light distribution, higher spacing between poles and maintenance free system etc. as required and as directed by the Department (Orient or equivalent). 45 W Street light (LSFT-045-C).

MR-11 Supplying, installation, testing and commissioning of the 25 KVA 11/0.433 KV Aluminium wound outdoor type oil filled (BIS Level-I) Transformer complete including all accessories like Earthing terminal, Liftung Lugs, Drain Valve, Oil filling Hole with plug. Silicagel Breather, First filling of Oil as per IS 1180 (PART-i): 2014, Arcing Horn, Radiator, Air Release Plug, Conservator Tank etc. along with charging approval of the Sub-Station from the competent authority as directed and specified by the department. Transformer should be as per CEA guideline as ammended up to date. (All require materials for the Sub-Station will be measured & paid separately). (Power Maker Unit-II).

MR-12 Supplying and fixing of 11 KV DO Fusel 50 with all accessories complete as required and as directed by the department.

MR-13 Supplying and fixing of 11 KV GOAB Switch 400 A Gang operated switch with all accessories complete as required and as directed by the department.

MR-14 Supplying including installation, commissioning of vermin and dustproof totally enclosed, Phosphatised Powder Painted cubical Outdoor type floor mounting compartmentalize panel board of size 0.80 M (B) x 0.90 M (H) x 0.40 M (D) made of 16 SWG (1.66 mm ) thick C.R. sheet and 35 mm X 35 mm x 5 mm size angle having 4 Nos. legs at the bottom. The panel board is to be errected in 1:3:6 PCC foundation including brick soling/grouting etc. complete neatly wiring done with provision for one No. 250A 4 Pole MCCB as incomer and outgoing as specified and directed by the deptt. confirming to IP 43 protection comprising of the following electrical items:- 1. 30 mm x 5 mm 4 strip copper Bus-Bar 0.5 Length each. 2. Poilt Lamp with integral ckt LED 110-230 V (Red, Yellow & Blue) = 3 Nos. (Incoming & Outgoing Swuitch Gear of reqd. rating will be measured and paid separately).

MR-15 Supplying including erection of 12.00 Mtr. G.I. Steel Tubular Pole (410-SP-52) along with fitting fixing, excavation work, foundation of bolts and nuts in R.C.C. work in 1:3:6 proportion of 1.80 Mır. depth, Cement plastering and etc. complete with all necessary materials as required and specified by the Department. G.I. Steel Tubular Pole (410-SP-52).

MR-16 DTR fencing (As per APDCL Rate)

MR (C.E. approved rate) Payment to be made APDCL authority against Load Security.

SWRANG NARZARY