Tender For Rehabilitation And Improvement Of Basic Facilities Of Myntdu Leshka Stage-I Dam In West Jaintia Hills District Of Meghalaya Under Drip-Ii (Package-Vi), East Khasi Hills-Meghalaya

TDR : 42453877

Tender Notice
Corrigendum Details
BOQ

Expired

East Khasi Hills , Meghalaya

Tender Brief : Corrigendum : Tender For Rehabilitation And Improvement Of Basic Facilities Of Myntdu Leshka Stage-I Dam In West Jaintia Hills District Of Meghalaya Under Drip-Ii (Package-Vi)

Document Fees
₹ 5000 /-

EMD
₹ 1967612.0 /-

Tender Value
Refer document

Submission Date
11-07-2024

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	10-07-2024	Notice for Technical Bid Opening on 11th July, 2024	Technical Bid	11-07-2024
2	11-06-2024	Extension of bid submission date to July 11th, 2024	Date	11-07-2024
3	07-06-2024	Notice for Technical Bid Opening for DRIP-II (Package-VI)	Technical Bid	11-06-2024
4	10-05-2024	Extension of bid submission date to 11th June 2024	Date	11-06-2024
5	06-05-2024	Notice for Technical Bid Opening	Technical Bid	10-05-2024
6	10-04-2024	Extension of bid submission date	Date	10-05-2024
7	04-04-2024	Notice for Technical bid opening	Technical Bid	10-04-2024
8	07-03-2024	Pre-bid meeting notice for the work Rehabilitation and Improvement of Basic Facilities of Myntdu Leshka Stage-I Dam in West Jaintia Hills District of Meghalaya under DRIP-II (Package-VI)	Other	10-04-2024

Name of Work: Rehabilitation and Improvement of Basic facilities of Myntdu Leshka Stage I in West Jaintia Hills District of Meghalaya under DRIP-II (Package-VI).

Sl. No.	Item Description
1	Construction of RCC Building for Security Personnel at Myntdu Leshka Dam Site.
2	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In all kind of soil.
3	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
4	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
6	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
7	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more.
8	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
9	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.
10	Centering and shuttering including strutting, propping etc. and removal of works for:
11	(a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
12	(b)Lintels, beams, plinth beams, girders, bressumers and cantilever.
13	(c)Column, pillars, piers, abutments, posts & struts.
14	(d)Suspended floors, roofs, landings, balconies and access platform.
15	(e)Stairs, (excluding landings) except spiral-staircases.
16	(f)Edges of slabs and breaks in floors and walls Under 20 cm wide
17	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
18	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
19	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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) : 3 graded stone aggregate 20 mm nominal size).
20	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand: With modular brick.
21	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):Second class teak wood.
22	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment): Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
23	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: G I Pipe (48.3mm dia).
24	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
25	Cement plaster of mix 1:4 (1 cement : 4 fine sand): 20 mm thick.
26	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement: 20 mm cement plaster.
27	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement: 18 mm thick.
28	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 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.
29	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
30	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
31	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
32	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
33	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over the 0.50Sqm
34	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) :Second class teak wood - 35mm thick shutter.
35	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size-125x64x2.50 mm.
36	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:Size- 250x10mm.
37	Providing and fixing bright finished brass handles with screws etc. complete:Size- 125mm.
38	Providing and fixing bright finished brass door latch with necessary screws etc. complete : Size-250x10x5mm.
39	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes.
40	Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
41	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
42	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: White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
43	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
44	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: 15 mm nominal dia.
45	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: Medium.
46	Providing and fixing Toilet paper Holder: Medium.
47	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel rail.
48	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board Size 510x1040 mm bowl depth 250 mm
49	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete: Flexible pipe - 40 mm dia.
50	Providing and fixing soil, waste and vent pipes:(a ) 100mm dia - Sand cast iron S&S pipe as per IS: 1729
51	Providing and fixing soil, waste and vent pipes:(b)75mm dia - Sand cast iron S&S pipe as per IS: 1729
52	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:
53	(a)100 mm dia.
54	(b)75 mm dia.
55	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x100mm. Sand cast iron S&S as per IS - 1729
56	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x75 mm. Sand cast iron S&S as per IS - 1729
57	Providing and fixing terminal guard:
58	(a) 100 mm - Sand cast iron S&S as per IS – 1729.
59	(b) 75 mmdia. PVC cowl of ISI make.
60	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet. Sand cast iron S&S as per IS: 3989
61	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour:Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
62	Providing and fixing PTMT Bottle Trap for Wash basin and sink:Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
63	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer.
64	Finishing walls with textured exterior paint of required shade : 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.
65	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work
66	Applying priming coat:With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
67	Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
68	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
69	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: 1000 litre capacity.
70	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.
71	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold-water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer in charge.
72	Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end):25 mm nominal bore
73	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931:15mm nominal bore
74	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15mm nominal bore
75	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore
76	Septic Tank 40.
77	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
78	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
79	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With modular bricks.
80	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more
81	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Mild teel and Medium Tensile steel bars.
82	Centering and shuttering including strutting, propping etc. and removal ofworks for:
83	(a)Lintels, beams, plinth beams, girders, bressumers and cantilever.
84	(b)Suspended floors, roofs, landings, balconies and access platform:Thickness of floors/slab upto 200 mm.
85	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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 Mix1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
86	Cement plaster of mix 1:4 (1 cement : 4 fine sand):20mm thick
87	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
88	Providing and fixing soil, waste and vent pipes:100mm dia - Sand cast iron S&S pipe as per IS: 1729
89	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:100 mm dia - Sand cast iron S&S as per IS - 1729
90	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
91	Internal Electrification Wiring of RCC Building for Security Personnel at Myntdu Leshka Dam Site
92	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 steel 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.
93	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
94	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
95	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 6 sq. mm + 1 X 6 sq. mm earth wire
96	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
97	(a) 5/6 A switch
98	(b) 15/16 A switch
99	(c) 3 pin 5/6 A socket outlet
100	(d) 6 pin 15/16 A socket outlet
101	(e) Bell push
102	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
103	(a) 3module (100mmx75mm)
104	(b) 6 module (100mmx75mm)
105	Supplying and fixing brass batten/ angle holder including connection etc as required.
106	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
107	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.
108	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
109	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: 63A TP&N
110	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, but without MCB/RCCB/Isolator:8 way (4 + 24), Double door
111	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:Double pole
112	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required:63Amp
113	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
114	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
115	Construction of RCC Building for Site Personnel at Myntdu Leshka Dam Site.
116	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In all kind of soil.
117	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
118	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
119	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
120	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
121	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.In foundation upto Plinth
122	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.Above plinth
123	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars.Ground Floor & 1st floor
124	Centering and shuttering including strutting, propping etc. and removal ofworks for:
125	(a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
126	(b)Lintels, beams, plinth beams, girders, bressumers and cantilever.
127	(c)Column, pillars, piers, abutments, posts & struts.
128	(d)Suspended floors, roofs, landings, balconies and access platform.
129	(e)Stairs, (excluding landings) except spiral-staircases.
130	(f)Edges of slabs and breaks in floors and walls Under 20 cm wide
131	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :(a) 1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
132	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :(a) 1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
133	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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) : 3 graded stone aggregate 20 mm nominal size).
134	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand): (a) With modular brick.
135	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). (a)Second class teak wood.
136	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectioFixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).nal weight of only steel members shall be measured for payment).
137	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.(a)G I Pipe
138	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
139	Cement plaster of mix 1:4 (1 cement : 4 fine sand):20 mm thick.
140	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement:20 mm cement plaster:20 mm cement plaster:
141	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement:18 mm thick
142	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 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.
143	Providing and laying damp-proof course 40mm thick with cement concrete mix1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
144	Making plinth protection 50mm thick of cement concrete mix 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
145	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 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
146	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
147	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels:Granite of any colour and shade:Area of slab over tha 0.50 Sqm.
148	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)Second class teak wood - 35mm thick shutter.
149	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 125x64x2.50 mm
150	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :Size- 250x10mm
151	Providing and fixing bright finished brass handles with screws etc. complete.Size- 125mm
152	Providing and fixing bright finished brass door latch with necessary screws etc. complete :Size- 250x10x5mm
153	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
154	Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
155	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
156	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:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
157	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
158	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge:15 mm nominal dia
159	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 :Medium
160	Providing and fixing Toilet paper Holder:Medium
161	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour:600mm Towel rail
162	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board- Size 510x1040 mm bowl depth 250 mm.
163	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Flexible pipe - 40 mm dia
164	Providing and fixing soil, waste and vent pipes:(a)100mm dia - Sand cast iron S&S pipe as per IS: 1729
165	Providing and fixing soil, waste and vent pipes:(b)75mm dia - Sand cast iron S&S pipe as per IS: 1729
166	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:(a)100 mm dia
167	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:(b)75 mm dia.
168	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100x100x100mm Sand cast iron S&S as per IS - 1729
169	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75 mm Sand cast iron S&S as per IS - 1729
170	Providing and fixing terminal guard :(a) 100 mm - Sand cast iron S&S as per IS - 1729
171	Providing and fixing terminal guard :(b) 75 mmdia. PVC cowl of ISI make
172	Providing and fixing trap of self-cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989
173	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 38 mm dia of 83 mm length and 77mm.breadth, weighing not less than 60 gms
174	Providing and fixing PTMT Bottle Trap for Wash basin and sink:Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
175	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer.
176	Finishing walls with textured exterior paint of required shade : 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.
177	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work
178	Applying priming coat.With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
179	Applying priming coat.With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
180	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
181	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: 1000 litre capacity.
182	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.
183	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold-water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge.
184	Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end):25 mm nominal bore
185	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931:15mm nominal bore
186	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms:15mm nominal bore
187	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore
188	Septic Tank 40 User.
189	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m:All kinds of soil.
190	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
191	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With modular bricks.
192	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more
193	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Mild teel and Medium Tensile steel bars.
194	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a)Lintels, beams, plinth beams, girders, bressumers and cantilever.
195	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b)Suspended floors, roofs, landings, balconies and access platform- Thickness of floors/slab upto 200 mm
196	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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) : 3 graded stone aggregate 20 mm nominal size).
197	Cement plaster of mix 1:4 (1 cement : 4 fine sand) - 20mm thick.
198	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
199	Providing and fixing soil, waste and vent pipes :100mm dia - Sand cast iron S&S pipe as per IS: 1729
200	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:100 mm dia - Sand cast iron S&S as per IS - 1729
201	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
202	Internal Electrification Wiring.
203	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 steel 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.
204	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
205	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit along with 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
206	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
207	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
208	(a) 5/6 A switch
209	(b) 15/16 A switch
210	(c) 3 pin 5/6 A socket outlet
211	(d) 6 pin 15/16 A socket outlet
212	(e) Bell push
213	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.(a) 3 module (100mmx75mm)
214	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.(b) 6 module (100mmx75mm)
215	Supplying and fixing brass batten/ angle holder including connection etc as required.
216	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
217	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.
218	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
219	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.63A TP&N
220	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ISO)8 way (4 + 24), Double door
221	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.Double pole
222	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63Amp
223	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
224	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
225	RENOVATION OF THE SITE OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER MLCSD-III NOHKUM
226	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In all kind of soil.
227	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
228	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
229	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
230	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: In Cement mortar 1:6 (1 cement: 6 coarse sand).
231	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Thermo-Mechanically Treated bars of grade Fe-500D or more.
232	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
233	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b) Lintels, beams, plinth beams, girders, bressumers and cantilever.
234	Centering and shuttering including strutting, propping etc. and removal ofworks for:(c) Column, pillars, piers, abutments, posts & struts.
235	Centering and shuttering including strutting, propping etc. and removal ofworks for:(d) Suspended floors, roofs, landings, balconies and access platform.
236	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
237	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
238	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
239	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): With Second class teak wood.
240	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment): With Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
241	Cement plaster of 20 mm thick of mix 1:4 (1 cement : 4 fine sand)
242	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 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.
243	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth: 50mm thick in proportion 1:4:8
244	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
245	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
246	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood - 35 mm thick shutter.
247	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size - 125x64x2.50 mm
248	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : Size - 250x10mm
249	Providing and fixing bright finished brass handles with screws etc. Complete: Size - 125mm.
250	Providing and fixing bright finished brass door latch with necessary screws etc. complete : Size - 250x10x5mm.
251	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
252	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: With White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
253	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: With White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
254	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
255	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: With 15 mm nominal dia
256	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: Medium size.
257	Providing and fixing Toilet paper Holder: Medium size.
258	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel rail.
259	Providing and fixing P. V .C. waste pipe for sink or wash basin including P. V. C. waste fittings complete with Flexible pipe - 40 mm diameter.
260	Providing and fixing soil, waste and vent pipes:(a) 100mm dia- Sand cast iron S&S pipe as per IS: 1729
261	Providing and fixing soil, waste and vent pipes:(b) 75mm dia- Sand cast iron S&S pipe as per IS: 1729
262	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete(a) 100 mm dia- Sand cast iron S&S as per IS - 1729
263	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete(b) 75 mm dia- Sand cast iron S&S as per IS - 1729
264	Providing and fixing single equal plain junction of required degreewith access door, insertion rubber washer 3 mm thick, bolts and nuts complete: With 100x100x100mm - Sand cast iron S&S as per IS - 1729.
265	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : With 100x100x75mm- Sand cast iron S&S as per IS - 1729
266	Providing and fixing terminal guard : With 100mm Sand cast iron S&S as per IS - 1729.
267	Providing and fixing terminal guard : With 75mm - Sand cast iron S&S as per IS - 1729 PVC cowl of ISI make.
268	Providing and fixing trap of self-cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: With 100 mm inlet and 100 mm outlet- Sand cast iron S&S as per IS: 3989.
269	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: With Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms.
270	Providing and fixing PTMT Bottle Trap for Wash basin and sink:
271	Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
272	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : With Water thinnable cement primer.
273	Finishing walls with textured exterior paint of required shade : 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.
274	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : With Two or more coats on new work.
275	Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood).
276	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
277	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : With Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
278	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: With 1000 litre capacity.
279	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 works - exposed on wall with 20mm nominal outer dia Pipes.
280	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trenching, refilling & testing of joints complete as per direction of Engineer in charge.
281	Providing and fixing gun metal gate valve with C.I wheel approved quality (screwed end): With 25 mm nominal bore.
282	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931: With 15mm nominal bore.
283	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: With 15mm nominal bore.
284	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: With 15mm nominal bore.
285	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
286	Dismantling roofing including ridges, hipes valleys and gutters etc. And stacking the materials within 50meters lead of: In G.S. Sheet.
287	Demolishing wood work in frames, trusses, purlins, and rafters upto 10 meters span and 5 meters height including stacking the materials within 50 metres lead: Of sectional area 40 square centimeter and above.
288	Dismantling Door, Windows, Celestory windows (steel or wood) shutter including chawkat architrave, holdfast etc. complete and stacking within 50 metre lead: area 3 Sq, metres and below.
289	Demolishing cement concrete manually/ by mechanical means including disposal of materials within 50 metres lead as per direction of Engineer-in-charge : In Nominal concrete 1:3:6 or richermiox (i/c equivalent design mix).
290	Demolishing dry brick pitching in floor, drain, etc. including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
291	Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :In cement mortar.
292	Septic Tank.
293	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: In All kinds of soil.
294	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level: In Mix proportion 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
295	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand): With modular bricks.
296	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Thermo-Mechanically Treated bars of grade Fe-500D or more.
297	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Mild Steel and Medium Tensile steel bars.
298	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a) In Lintels, beams, plinth beams, girders, bressumers and cantilever.
299	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b) In Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm.
300	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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: In mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
301	20mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
302	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
303	Providing and fixing soil, waste and vent pipes: With 100mm dia - Sand cast iron S&S pipe as per IS: 1729
304	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: With 100 mm dia - Sand cast iron S&S as per IS - 1729
305	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
306	Internal Electrification.
307	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 steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required: Group C- Long wiring up to 10.00m.
308	Wiring for light/ 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.
309	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
310	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required: With 2 X 6 sq. mm + 1 X 6 sq. mm earth wire.
311	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required:
312	(a)5/6 A switch
313	(b)15/16 A switch
314	(c)3 pin 5/6 A socket outlet
315	(d)6 pin 15/16 A socket outlet
316	(e)Bell push
317	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(a)3 module (100mmx75mm)
318	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(b)6 module (100mmx75mm)
319	Supplying and fixing brass batten/ angle holder including connection etc as required.
320	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
321	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.
322	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
323	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: With 63A TP&N.
324	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required: With 8 way (4 + 24), Double door.
325	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: With Double pole.
326	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required: With 63Amp.
327	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
328	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
329	Boundary Fencing at the Office of the Assistant Executive Engineer MLCSD-III & IV MLCD Nohkum
330	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 up to 1.5 m, as directed by Engineer-in-charge: In All kinds of soil.
331	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
332	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: With Thermo Mechanically treated bar of grade FE-500D or more.
333	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: With Mild steel and Medium Tensile steel bars.
334	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
335	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
336	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: In Cement mortar 1:6 (1 cement : 6 coarse sand).
337	Centering and shuttering including strutting, propping etc. and removal of form work for: In Columns, piers, abutments, pillars, posts and struts.
338	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: In Cement mortar 1:4 (1 cement : 4 coarse sand).
339	Providing 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand).
340	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : With Two or more coats on new work.
341	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: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
342	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : With Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
343	RENOVATION OF THE SITE OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER MLCSD-IV NOHKUM
344	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
345	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
346	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
347	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix proportion 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
348	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
349	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Thermo-Mechanically Treated bars of grade Fe-500D or more.
350	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
351	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b) Lintels, beams, plinth beams, girders, bressumers and cantilever.
352	Centering and shuttering including strutting, propping etc. and removal ofworks for:(c) Column, pillars, piers, abutments, posts & struts.
353	Centering and shuttering including strutting, propping etc. and removal ofworks for:(d) Suspended floors, roofs, landings, balconies and access platform.
354	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : In mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
355	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
356	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
357	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): With Second class teak wood.
358	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment): With Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
359	Cement plaster of 20 mm thick of mix 1:4 (1 cement : 4 fine sand)
360	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 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.
361	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth: 50mm thick in proportion 1:4:8.
362	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
363	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
364	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood - 35 mm thick shutter.
365	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size - 125x64x2.50 mm.
366	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : Size - 250x10mm.
367	Providing and fixing bright finished brass handles with screws etc. Complete: Size - 125mm.
368	Providing and fixing bright finished brass door latch with necessary screws etc. complete : Size - 9.75.2250x10x5mm.
369	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
370	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: With White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
371	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: With White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
372	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
373	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: With 15 mm nominal dia.
374	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 : Medium size.
375	Providing and fixing Toilet paper Holder: Medium size.
376	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel rail.
377	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete with Flexible pipe - 40mm dia.
378	Providing and fixing soil, waste and vent pipes:(a) 100mm dia- Sand cast iron S&S pipe as per IS: 1729
379	Providing and fixing soil, waste and vent pipes:(b) 75mm dia- Sand cast iron S&S pipe as per IS: 1729
380	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete(a) 100 mm dia- Sand cast iron S&S as per IS - 1729
381	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete(b) 75 mm dia- Sand cast iron S&S as per IS - 1729
382	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts andnuts complete: With 100x100x100mm - Sand cast iron S&S as per IS - 1729.
383	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : With 100x100x75mm- Sand cast iron S&S as per IS - 1729.
384	Providing and fixing terminal guard : With 100mm Sand cast iron S&S as per IS - 1729.
385	Providing and fixing terminal guard : With 75mm - Sand cast iron S&S as per IS - 1729 PVC cowl of ISI make.
386	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: With 100 mm inlet and 100 mm outlet- Sand cast iron S&S as per IS: 3989
387	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: With Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms.
388	Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
389	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : With Water thinnable cement primer.
390	Finishing walls with textured exterior paint of required shade : 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.
391	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : With Two or more coats on new work
392	Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
393	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
394	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : With Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
395	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: With 1000 litre capacity.
396	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 works - exposed on wall with 20mm nominal outer dia Pipes.
397	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold-water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge.
398	Providing and fixing gun metal gate valve with CI wheel approved quality (screwed end): With 25 mm nominal bore.
399	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931: With 15mm nominal bore.
400	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: With 15mm nominal bore.
401	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: With 15mm nominal bore.
402	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
403	Dismantling roofing including ridges, hipes valleys and gutters etc. And stacking the materials within 50meters lead of: G.S. Sheet.
404	Demolishing wood work in frames, trusses, purlins, and rafters upto 10 meters span and 5 meters height including stacking the materials within 50 metres lead: Of sectional area 40 square centimeter and above.
405	Dismantling Door, Windows, Celestory windows (steel or wood) shutter including chawkat architrave, holdfast etc. complete and stacking within 50 metre lead: In an area 3 Square metres and below.
406	Demolishing cement concrete manually/ by mechanical means including disposal of materials within 50 metres lead as per direction of Engineer-in-charge : Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
407	Demolishing dry brick pitching in floor, drain etc. including stacking of serviceable materials and disposal of unserviceable materials within 50:
408	Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: In cement mortar.
409	Septic Tank for the Site Office Ofthe Assistant Executive Engineer MLCSD-IV (40 User)
410	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In All kinds of soil.
411	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
412	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand): With modular bricks.
413	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Thermo-Mechanically Treated bars of grade Fe-500D or more.
414	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Mild Steel and Medium Tensile steel bars.
415	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a) In Lintels, beams, plinth beams, girders, bressumers and cantilever.
416	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b) In Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab upto 200 mm.
417	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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: In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
418	20mm cement plaster of mix proportion 1:4 (1 cement : 4 fine sand)
419	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
420	Providing and fixing soil, waste and vent pipes: With 100mm dia - Sand cast iron S&S pipe as per IS: 1729
421	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: With 100 mm dia - Sand cast iron S&S as per IS - 1729
422	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
423	Internal Electrification for The Site Office Of The Assistant Executive Engineer MLCSD-IV Nohkum.
424	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 steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required, (Group C - Long point wiring up to 10.00m).
425	Wiring for light/ 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.
426	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
427	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required: With 2 X 6 sq. mm + 1 X 6 sq. mm earth wire.
428	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required:
429	(a)5/6 A switch
430	(b)15/16 A switch
431	(c)3 pin 5/6 A socket outlet
432	(d)6 pin 15/16 A socket outlet
433	(e)Bell push
434	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(a)3 module (100mmx75mm)
435	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(b)6 module (100mmx75mm)
436	Supplying and fixing brass batten/ angle holder including connection etc as required.
437	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
438	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.
439	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
440	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: With 63A TP&N.
441	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required: With 8 way (4 + 24), Double door.
442	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: With Double pole.
443	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required: With 63Amp.
444	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
445	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
446	Construction of Side Drain, Protection Wall and Cement Concrete Floor at The Site Office of The Assistant Executive Engineer MLCSD-III & IV, Nohkum and at the Site Office of the Executive Engineer MLCD Nohkum.
447	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In All kind of soil.
448	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
449	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: With Thermo-Mechanically Treated bars of grade Fe-500D or more.
450	Centering and shuttering including strutting, propping etc. and removal ofworks for:(a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
451	Centering and shuttering including strutting, propping etc. and removal ofworks for:(b) Column, pillars, piers, abutments, posts & struts.
452	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
453	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : In Mix proportion 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
454	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix proportion 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
455	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With modular bricks.
456	20mm cement plaster of mix proportion 1:4 (1 cement : 4 fine sand).
457	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: With G.I. Pipes.
458	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : With Water thinnable cement primer.
459	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.(a) On steel work
460	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.(a) On concrete work
461	Repairing of Cable Tray from Dam Control Room to all Power Pack House.
462	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
463	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: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.
464	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray \"Reducer\" (galvanisation not less than 50 microns) with perforation not more than17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.
465	300 mm width X 50 mm depth X 1.6 mm thickness Plain cover (300mm) 600 mm width X 50 mm depth X 2.0 mm thickness
466	Supplying and installing following size of perforated painted with powder coating M.S. cable trays Reducer with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.1 feet (300mm) cable tray including fastener etc: 600 mm width X 50 mm depth X 2.0 mm thickness
467	Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required: 600 mm width X 50 mm depth X 2.0 mm thickness
468	Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 600 mm width X 50 mm depth X 2.0 mm thickness
469	CONSTRUCTION OF SECURITY SHED AT LEFT BANK OF MYNTDU LESHKA DAMSITE.
470	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 1.5 m, as directed by Engineer-in-charge.
471	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
472	Steel reinforcement for R.C.C. work including straightening, cutting, bending placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more.
473	Centering and shuttering including strutting, propping etc. and removal of form for.(a) Columns, Pillars, Piers, Abutments, Posts and Struts
474	Centering and shuttering including strutting, propping etc. and removal of form for.(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
475	Centering and shuttering including strutting, propping etc. and removal of form for.(c) Suspended floors, roofs, landings, balconies and access platform
476	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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 mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
477	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
478	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
479	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 gradedstone 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.
480	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
481	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. 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 cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately): Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
482	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
483	EXTENSION OF D G SET CONTROL ROOM AT MYNTDU LESHKA DAM.
484	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 1.5 m, as directed by Engineer-in-charge. In all kind of soil and ordinary rock.
485	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
486	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more.
487	Centering and shuttering including strutting, propping etc. and removal of form for:(a) Foundations, footings, bases of columns, etc. for mass concrete
488	Centering and shuttering including strutting, propping etc. and removal of form for:(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
489	Centering and shuttering including strutting, propping etc. and removal of form for:(c) Columns, Pillars, Piers, Abutments, Posts and Struts
490	Centering and shuttering including strutting, propping etc. and removal of form for:(d) Suspended floors, roofs, landings, balconies and access platform
491	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
492	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
493	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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 mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
494	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand :12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
495	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
496	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 gradedstone 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.
497	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
498	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. 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 cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately): Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
499	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
500	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
501	Finishing walls with textured exterior paint of required shade : 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
502	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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C (medium point wiring up to 10m).
503	Wiring for light/ 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.
504	RENOVATION OF THE SITE OFFICE OF THE EXECUTIVE ENGINEER, MLCD-II NOHKUM.
505	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: In all kinds of soil.
506	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
507	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
508	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
509	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
510	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
511	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
512	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild teel and Medium Tensile steel bars.
513	Centering and shuttering including strutting, propping etc. and removal ofworks for: Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
514	Centering and shuttering including strutting, propping etc. and removal ofworks for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
515	Centering and shuttering including strutting, propping etc. and removal ofworks for: Column, pillars, piers, abutments, posts & struts.
516	Centering and shuttering including strutting, propping etc. and removal ofworks for: Suspended floors, roofs, landings, balconies and access platform.
517	Centering and shuttering including strutting, propping etc. and removal ofworks for: Edges of slabs and breaks in floors and walls Under 20 cm wide
518	Centering and shuttering including strutting, propping etc. and removal ofworks for: Stairs, (excluding landings) except spiral-staircases.
519	Centering and shuttering including strutting, propping etc. and removal ofworks for: Weather shade, Chajjas, corbels etc., including edges.
520	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
521	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
522	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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 Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
523	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
524	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 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.
525	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand).
526	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): Second class teak wood.
527	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
528	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
529	20mm cement plaster of mix.1:4 (1 cement : 4 fine sand)
530	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
531	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
532	Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Makrana white second quality.
533	Extra for pre finished nosing to treads of steps of marble stone.
534	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement: 18 mm thick.
535	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
536	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood, 35 mm thick shutter.
537	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete: Size- 125x64x2.50 mm
538	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : Size- 250x10mm.
539	Providing and fixing bright finished brass handles with screws etc. complete: Size- 150mm.
540	Providing and fixing bright finished brass door latch with necessary screws etc. complete : Size- 250x10x5mm.
541	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
542	Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
543	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Staircase - (SS pipe 65mm OD and 2.11 wall thickness @ 3.75kg/m)
544	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
545	Finishing walls with textured exterior paint of required shade: 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.
546	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
547	Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
548	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
549	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
550	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.
551	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. 20mm nominal outer dia Pipes.
552	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer in charge: 25mm nominal outer dia.
553	Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end): 5 mm nominal bore.
554	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15mm nominal bore.
555	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore.
556	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
557	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.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design make and mosquito proof coupling of approved municipal design making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.
558	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:White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
559	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
560	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.
561	Providing and fixing Toilet paper Holder
562	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
563	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. 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 cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
564	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): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)
565	Septic Tank for 40 User
566	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
567	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
568	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With modular bricks.
569	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more
570	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Mild teel and Medium Tensile steel bars.
571	Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
572	Centering and shuttering including strutting, propping etc. and removal ofworks for:Suspended floors, roofs, landings, balconies and access platform.
573	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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 mix1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
574	20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
575	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
576	Providing and fixing soil, waste and vent pipes : 100 mm dia- Sand cast iron S&S pipe as per IS: 1729.
577	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia- Sand cast iron S&S as per IS – 1729.
578	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
579	Internal Electrification Wiring for Renovation of The Site Office of The Executive Engineer, MLCD Nohkum
580	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 steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C (long point wiring).
581	Wiring for light/ 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.
582	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
583	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 6 sq. mm + 1 X 6 sq. mm earth wire
584	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
585	(a) 5/6 A switch
586	(b) 15/16 A switch
587	(c) 3 pin 5/6 A socket outlet
588	(d) 6 pin 15/16 A socket outlet
589	(e) Bell push
590	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(a) 3 module (100mmx75mm)
591	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.(b) 6 module (100mmx75mm)
592	Supplying and fixing brass batten/ angle holder including connection etc as required.
593	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
594	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.
595	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required: 510mm sweep
596	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:63A TP&N
597	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required:8 way (4 + 24), Double door
598	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:Double pole
599	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required:63Amp
600	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
601	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
602	Boundary Fencing at the Office Of the Executive Engineer MLCD Nohkum
603	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 1.5 m, as directed by Engineer-in-charge:All kinds of soil.
604	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
605	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo Mechanically treated bar of grade FE-500D or more.
606	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: Mild steel and Medium Tensile steel bars.
607	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
608	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
609	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)
610	Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts.
611	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
612	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
613	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: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
614	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete: On steel work.
615	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
616	Watch Tower on the Left Bankof Myntdu Leshka Dam Site
617	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
618	Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete stone soling of thickness 100mm
619	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
620	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete(a) Thermo-Mechanically Treated (TMT) bar of FE-500D or more.
621	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete(b) Mild steel and Medium Tensile steel bars.
622	Centering and shuttering including strutting, propping etc. and removal of form for :(a) Foundations, footings, bases of columns, etc. for mass concrete
623	Centering and shuttering including strutting, propping etc. and removal of form for(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
624	Centering and shuttering including strutting, propping etc. and removal of form for(c) Columns, Pillars, Posts & Strut
625	Centering and shuttering including strutting, propping etc. and removal of form for(d) Suspended floors, roofs, landings, balconies and access platform
626	Centering and shuttering including strutting, propping etc. and removal of form for (e) Stairs, (excluding landings) except spiral-staircases
627	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
628	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources).
629	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) :3 graded stone aggregate 20 mm nominal size)
630	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
631	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.G.I. pipes
632	20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
633	Finishing walls with textured exterior paint of required shade :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
634	Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
635	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
636	Watch Tower on the Right Bankof Myntdu Leshka Dam Site
637	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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
638	Providing brick/stone soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete: With stone soling of thickness 100mm.
639	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
640	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo Mechanically Treated bar of FE- 500D or more.
641	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(b) Mild steel and Medium Tensile steel bars.
642	Centering and shuttering including strutting, propping etc. and removal of form for :(a) Foundations, footings, bases of columns, etc. for mass concrete
643	Centering and shuttering including strutting, propping etc. and removal of form for :(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
644	Centering and shuttering including strutting, propping etc. and removal of form for :(c) Columns, Pillars, Posts & Strut.
645	Centering and shuttering including strutting, propping etc. and removal of form for :(d) Suspended floors, roofs, landings, balconies and access platform
646	Centering and shuttering including strutting, propping etc. and removal of form for :(e) Stairs, (excluding landings) except spiral-staircases
647	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand).
648	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
649	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
650	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor five level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
651	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: G.I. pipes (48.3mm dia).
652	20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand).
653	Finishing walls with textured exterior paint of required shade : 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
654	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
655	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
656	CONSTRUCTION OF ROOF COVERING FOR250KVA D.G SET WITH PROTECTION RAILING.
657	Demolishing plain cement concrete including stacking of steel bars and disposal of unserviceable material as directed for all levels.
658	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
659	Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ 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, and guide banks etc., lead upto 50 m and lift upto 1.5 m. All kinds of soil
660	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
661	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Mix 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
662	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
663	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
664	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. (i) Square, Rectangular, Polygonal in plan or any shape like tee/L etc. having plane vertical face
665	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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
666	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
667	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
668	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand).
669	12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
670	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
671	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required: 1.00 mm thick with zinc coating not less than 275 gm/m².
672	CONSTRUCTION OF FOUNDATION AND INSTALLATION OF HIGH MAST LIGHTING TOWER 15 M HEIGHT ON BOTH SIDES AT MYNTDU LESHKA CONCRETE DAM
673	Supply with Transportation to site of 15-metre-High Mast with its accessories Mast shaft shall be in three section, made from HT steel grade BSEN 10025, S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowering. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable, double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetrically and its control gear box, motor, manual operating handle, motor mounting plate, L stapler, Lightening arrester, Junction Box, Lightening finia, Luminaries wiring material, MCB in base compartment completely etc. Specification: Height :- 15 metre in 3 sections: PCD = 460 mm (approx):Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx):Bottom Thickness = 4mm, Top Thickness = 3mm:Base Plate Diameter = 560mm, Thickness = 25mm:Door Size Opening Bottom = (1200 X 300 ) mm:Foundation hole diameter,bolt sizes(Diameter and Length):Wire rope = 6mm (7/9 construction):Method of Operation = Manual and Motorised( RIGHT AND LEFT BANK)
674	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foundation Bolt Diameter= 25 mm ,Foundation Bolt Length= 1200 mm, Nos of Foundation Bolt= 12 Nos
675	Supply of complete LED Flood Light of ( 200 W each set) with 5 years warranty period (Crompton/Bajaj/Havels)
676	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels).
677	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast. It shall also consist of suitable control for the power tool motor completely.
678	Supplying, Erection, Testing and Commissioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection, to be field with bitumen, partly underground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil.
679	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make)
680	S&F 63A Kit Kat Fuse on wooden board
681	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door,locking arrangement, four legs of the meter box (G.I. flat50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
682	Erection, Testing and Commissioning of 15 Mtr High Mast System inc. all accessories completely.
683	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground
684	Foundation:
685	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge. All kinds of soil.
686	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level:Thermo Mechanically Treated bar of FE-500D or more.
687	Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.
688	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
689	Left Bank
690	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications: Foundation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
691	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
692	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels).
693	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast. It shall also consist of suitable control for the power tool motor completely.
694	Supplying, Erection, Testing and Commissioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly underground and partly above above ground level driven to an average depth 3.65 m below the ground level including excavation of soil.
695	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection (standard make).
696	S&F 63A Kit Kat Fuse on wooden board.
697	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door,locking arrangement, four legs of the meter box (G.I. flat50x6x150locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
698	Erection, Testing and Commissioning of 15 Mtr High Mast System inc. all accessories completely.
699	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
700	Foundation:
701	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil.
702	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bar of FE-500D or more
703	Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
704	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
705	EXTENSION THE HEIGHT OF CABLE TRENCH FROM D.G SET TO DAM CONTROL ROOM UPTO POWER INTAKE.
706	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 1.5 m, as directed by Engineer-in-charge. All kinds of soil
707	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size).
708	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge: Upto and including 12mm dia.
709	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
710	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
711	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
712	Centering and shuttering including strutting, propping etc. and removal of form: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
713	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
714	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With Modular bricks.
715	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand).
716	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
717	Finishing walls with textured exterior paint of required shade :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
718	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
719	PROVIDING RCC PEDESTAL FOR DG SET 320KVA DG SET.
720	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more.
721	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts:Square, Rectangular, Polygonal in plan or any shape like tee/L etc. having plane vertical face
722	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Mix 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
723	PAINTING OF ROOF COVERING OF DG SET 320 KVA AND PROTECTION RAILING
724	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m².
725	Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter for chimney stacks, sky light etc.:1.00 mm thick
726	Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.:0.80 mm thick with zinc coating not less than 275 gm/m²
727	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete: On steel work
728	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete: On concrete work.
729	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete: On steel work
730	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete: On concrete work.
731	METALLING INCLUDING BLACK TOPPING OF A ROAD ALONG THE PDENGSHAKAP DAMSITE OF MLHEP CH: 0.00 -11.00 KM
732	Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
733	Supplyimg and stacking at site: (including transportation from quarry up to worksite):53 mm to 22.4 mm size stone aggregate.
734	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
735	Supplying and stacking at site: (including transportation from quarry up to worksite):Stone screening 13.2 mm nominal size (Type A)
736	Supplying and stacking at site: (including transportation from quarry up to worksite):Red bajri
737	Supplying and stacking at site: (including transportation from quarry up to worksite):Moorum
738	Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 Kg / sqm.
739	2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
740	Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180-micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
741	Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete:New work (Two or more coats) (3 lines-125mm wide).
742	METALLING INCLUDING BLACK TOPPING AT INSPECTION BUNGALOW OF MLHEP CH: 0.00-150.00 M
743	Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
744	Supplying and stacking at site: (including transportation from quarry up to worksite):53 mm to 22.4 mm size stone aggregate
745	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
746	Supplying and stacking at site: (including transportation from quarry up to worksite):Stone screening 13.2 mm nominal size (Type A).
747	Supplying and stacking at site: (including transportation from quarry up to worksite):Red bajri.
748	Supplying and stacking at site: (including transportation from quarry up to worksite):Moorum.
749	Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 Kg / sqm
750	2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
751	Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180-micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
752	Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete:New work (Two or more coats) (3 lines-125mm wide).
753	CONSTRUCTION OF STEPPED BREAST WALL TO PREVENT THE EROSION AT CH: 9.45 KM - CH: 9.95 KM OF ROAD FROM PDENGSHAKAP TO DAMSITE OF MLHEP
754	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 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
755	Providing and laying in position cement concrete of specified grade excluding the cost of centering and: In mix proportion 1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
756	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: In Cement mortar 1:6 (1 cement: 6 coarse sand).
757	Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand): With Flush/ Ruled pointing.
758	12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)
759	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
760	CONSTRUCTION OF STEPPED RETAINING WALL TO PREVENT SOIL EROSION AT CH: 10.40 KM - CH: 10.70 KM OF ROAD FROM PDENGSHAKAP TO DAMSITE OF MLHEP
761	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 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
762	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: In Mix proportion 1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
763	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: In Cement mortar 1:6 (1 cement: 6 coarse sand).
764	Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand): With Flush/ Ruled pointing.
765	12 mm cement plaster of mix: 13.1.1 1:4 (1 cement: 4 fine sand)
766	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
767	CONSTRUCTION OF CATCH WATER DRAIN AT CH: 9.50 KM - 9.90 KM OF ROAD FROM PDENGSHAKAP TO DAMSITE OF MLHEP.
768	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 120 m and lift upto 1.5 m, as directed by Engineer-in- Charge:In all kinds of soil.
769	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: In mix proportion 1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size).
770	Centering and shuttering including strutting, propping etc. and removal of form work for: In Foundations, footings, bases for columns.
771	12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)
772	CONSTRUCTION OF P.C.C SIDE DRAIN ALONG THE PDENGSHAKAP DAMSITE ROAD OF MYNTDU LESHKA H.E. PROJECT IN WEST JAINTIA HILLS DISTRICT
773	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil
774	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
775	Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns.
776	12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand).
777	1. All amounts shall be in Rupees.2. Use separate columns for each type of taxes. Other taxes means entry tax, octroi, exit tax or any other taxes as applicable.

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Tender For Rehabilitation And Improvement Of Basic Facilities Of Myntdu Leshka Stage-I Dam In West Jaintia Hills District Of Meghalaya Under Drip-Ii (Package-Vi), East Khasi Hills-Meghalaya

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Tender For Rehabilitation And Improvement Of Basic Facilities Of Myntdu Leshka Stage-I Dam In West Jaintia Hills District Of Meghalaya Under Drip-Ii (Package-Vi), East Khasi Hills-Meghalaya

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