Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package Iii)., East Khasi Hills-Meghalaya

TDR : 48554540

Tender Notice
Corrigendum Details
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East Khasi Hills , Meghalaya

Tender Brief : Corrigendum : Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package Iii).

Document Fees
₹ 5000 /-

EMD
₹ 1562000.0 /-

Tender Value
Refer document

Submission Date
23-05-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	22-05-2025	Notice for Technical Bid Opening of Package III	Other	23-05-2025
2	05-05-2025	Date Extension for Package III till 23.05.2025	Date	23-05-2025
3	02-05-2025	Notice for Technical Bid Opening of Package III.	Other	05-05-2025
4	14-04-2025	Notice for Pre Bid Meeting	Other	05-05-2025

Name of Work:Rehabilitation, Improvement of Basic Facilities of Umiam Stage-I Dam in Ri-Bhoi District of Meghalaya under DRIP-II (Package-III)

Sl. No.	Item Description
1	Protection wall on the Left Bank of downstream Side of the Concrete Dam.
2	Drilling holes and laying of dowels bars 20 mm to 25mm into the rock not less than 75cm deep and keeping them protruding above the rock for not less than 45 times the diameter of the bar and properly embedding them into he rock by concreting complete as per drawing and technical specification
3	Supplying fitting and placing HYSD bar reinforcement (Fe 415) in super structure complete as per drawing and technical specification clauses1002,1010 and 1202
4	Providing and laying RCC in superstructure as per drawing and technical specification clauses 800,1205.4 and 1205.5 (1500,1700 & 2100 MoRTH specification): RCC M25 Height up to 5 m
5	Permanent accommodation for the Security Personnel/ Gate Operator including provision Reliable Communication System.
6	Building.
7	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
8	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 up to 1.5m.
9	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
10	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
11	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
12	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more In foundation up to Plinth
13	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete aboveplinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more Above plinth
14	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
15	Centering and shuttering including strutting, propping etc. and removal ofworks for:
16	Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
17	Lintels, beams, plinth beams, girders, bressumers and cantilever.
18	Column, pillars, piers, abutments, posts & struts.
19	Suspended floors, roofs, landings, balconies and access platform.
20	Stairs, (excluding landings) except spiral-staircases.
21	Edges of slabs and breaks in floors and walls: Under 20 cm wide
22	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
23	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
24	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).
25	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.
26	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.
27	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)
28	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
29	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.
30	20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
31	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster:
32	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
33	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.
34	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).
35	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.
36	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.
37	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.
38	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
39	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
40	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
41	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10mm
42	Providing and fixing bright finished brass handles with screws etc. complete. 125mm
43	Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm
44	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.0 mm thick glass panes
45	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).
46	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
47	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
48	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
49	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia
50	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
51	Providing and fixing Toilet paper Holder Medium
52	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
53	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 of 510x1040 mm bowl depth 250 mm
54	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
55	Providing and fixing soil, waste and vent pipes. 100mm dia sand cast iron S&S pipe as per IS: 1729
56	Providing and fixing soil, waste and vent pipes: 75mm dia Sand cast iron S&S pipe as per IS: 1729
57	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
58	100 mm dia
59	75 mm dia.
60	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
61	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
62	Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729
63	Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729, 75 mmdia. PVC cowl of ISI make
64	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
65	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
66	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
67	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
68	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.
69	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
70	Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
71	Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
72	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
73	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
74	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.
75	Providing andfixing 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.
76	Providing and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
77	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore
78	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
79	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore
80	Septic tank.
81	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
82	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
83	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.
84	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
85	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
86	Centering and shuttering including strutting, propping etc. and removal ofworks for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
87	Suspended floors, roofs, landings, balconies and access platform.
88	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).
89	20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
90	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
91	Providing and fixing soil, waste and vent pipes, 100mm dia Sand cast iron S&S pipe as per IS: 1729
92	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
93	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.
94	Internal electrification/wiring.
95	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
96	Light point
97	Plug point
98	Power Plug point
99	Ceiling fan
100	Exhaust fan
101	Calling bel
102	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.
103	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.
104	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
105	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
106	5/6 A switch
107	15/16 A switch
108	3 pin 5/6 A socket outlet
109	6 pin 15/16 A socket outlet
110	Bell push
111	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
112	3 module (100mmx75mm)
113	6 module (100mmx75mm)
114	Supplying and fixing brass batten/ angle holder including connection etc as required.
115	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
116	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
117	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
118	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
119	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
120	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
121	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
122	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
123	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
124	Improvement of the Existing Concrete Laboratory at Umiam.
125	Repairing of Store Rooms in the Soil, Concrete and Steel Testing Laboratory of the office of the Executive Engineer (C), Design Division-I, MePGCL, Umiam
126	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix)
127	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below
128	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound 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.
129	20 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
130	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. 18mm Thick
131	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)
132	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
133	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.
134	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
135	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 250x16mm
136	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x16mm
137	Providing and fixing bright finished brass handles with screws etc. complete. 125 mm
138	Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250mm x10 mm x 5 mm
139	Providing and fixing plywood 6 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : Decorative veneer facings of approved manufacture
140	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
141	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.
142	Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
143	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
144	Repairing of slab in the Soil, Concrete and Steel Testing Laboratory of the office of the Executive Engineer (C), Design Division-I, MePGCL, Umiam
145	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix)
146	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
147	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound 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.
148	20 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
149	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
150	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
151	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.
152	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
153	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
154	Providing valleys of 90 cm wide overall in 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 : 60 mm thick with zinc coating not less than 350 gm/m²
155	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.
156	Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
157	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
158	Construction of toilet and footpath at Soil, Concrete & Steel Testing Laboratory of Design Division-I, MePGCL, Umiam
159	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
160	Providing brick soling in foundation and other 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. Stone soling of thickness 100mm
161	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
162	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.
163	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
164	Centering and shuttering including strutting, propping etc. and removal ofworks for:
165	Column, pillars, piers, abutments, posts & struts.
166	Lintels, beams, plinth beams, girders, bressumers and cantilever.
167	Suspended floors, roofs, landings, balconies and access platform.
168	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
169	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
170	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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
171	Providing 20 mm cement plaster of mix.1:4 (1 cement : 4 fine sand)
172	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)
173	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.
174	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
175	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x16mm
176	Providing and fixing bright finished brass handles with screws etc. complete. 125 mm
177	Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250mm x10 mm x 5 mm
178	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.
179	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.
180	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 :Oval shape 450x350 mm (outer dimensions)
181	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
182	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
183	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
184	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
185	Providing of boundary fencing with diamond mesh chain link net and steel, angular post for the Soil, Concrete & Steel Testing Laboratory of Design Division-I, MePGCL, Umiam
186	Earthwork in excavation up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailingout water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.
187	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.
188	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
189	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
190	Providing 20 mm cement plaster of mix.1:4 (1 cement : 4 fine sand)
191	Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mmx50mm mesh fitted to M.S angle iron post at 2000 mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top, middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.. Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
192	Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 50 mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattened and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos. ( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
193	Painting of building and repairing of false ceiling, flooring, windows and side entrance in the Soil, Concrete and Steel Testing Laboratory, Design Division-I, MePGCL, Umiam.
194	Painting one coats on old G.C.I sheets with ready mixed anticorrosive paint of approved brand and shade suitable for painting over G.C.I sheets to give an even shade including the cleaning the rust patches with emery paper, dust ,dirt, grease and other foreign matter with water complete.
195	Providing undressed woodwork inroof truss, rafter, purlin, tie and the like including hoisting and fixing inposition with necessary spikes, nails including M.S straps with bolt andnuts etc. complete with kiricide oiling two coats to all timber members andtwo coats of anticorrosive paint to M.S straps (M.S flats, angle cleats , and bolt and nuts required for flat and angle cleats wherever used shall be measured and paid separately): With White pinewood/ 2nd class treated timber.
196	Chipping of cement concrete flooring with chisel, hammer etc to the proper level including cleaning and stacking the spoil and disposal of the same to the desired place as directed.
197	52 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.
198	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below
199	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)
200	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. 20mm dia MS bars
201	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.
202	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
203	Providing, fitting and fixing A.C. building board in ceiling with necessary nails, wood screws including 1st class local wood 50mm x 12mm (hollock/ bonsum/ sundi) beading including painting two coats to timber beads complete as directed (ceiling joist to be measured and paid separately). 4 mm thick
204	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work .
205	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)
206	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.
207	Construction of New Office Building for the Dam Executive Engineer (C) Hydraulic Structure Umiam
208	Ground floor.
209	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
210	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 up to 1.5m.
211	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
212	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20 mm nominal size.
213	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
214	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
215	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
216	Centering and shuttering including strutting, propping etc. and removal ofworks for:Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
217	Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
218	Lintels, beams, plinth beams, girders, bressumers and cantilever.
219	Column, pillars, piers, abutments, posts & struts.
220	Suspended floors, roofs, landings, balconies and access platform.
221	Stairs, (excluding landings) except spiral-staircases.
222	Edges of slabs and breaks in floors and walls
223	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
224	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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
225	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).
226	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.
227	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. M.S. tube
228	20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
229	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.
230	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.
231	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.14.1Water thinnable cement primer.
232	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.
233	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
234	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.
235	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.
236	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.8.2.2Granite of any colour and shade.8.2.2.2 Area of slab over the 0.50 Sqm
237	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
238	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
239	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
240	Providing and fixing bright finished brass handles with screws etc. complete.
241	Providing and fixing bright finished brass handles with screws etc. complete.
242	Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x10x5mm
243	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).
244	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 W/C
245	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
246	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
247	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 Toilet/washroom
248	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 Toilet/washroom
249	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.17.73.2600mm Towel rail Toilet/washroom
250	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
251	Providing and fixing soil, waste and vent pipes, 100mm dia, Sand cast iron S&S pipe as per IS: 1729 pipe (4\"x10\")
252	75mm dia, Sand cast iron S&S pipe as per IS: 1729pipe (3\"x10\")
253	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
254	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
255	Providing and fixing terminal guard : 100 mm, Sand cast iron S&S as per IS - 1729
256	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
257	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
258	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 Wash basin
259	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster:
260	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
261	First floor.
262	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
263	Centering and shuttering including strutting, propping etc. and removal ofworks for:
264	Lintels, beams, plinth beams, girders, bressumers and cantilever.
265	Column, pillars, piers, abutments, posts & struts.
266	Suspended floors, roofs, landings, balconies and access platform.
267	Edges of slabs and breaks in floors and walls
268	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
269	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).
270	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.
271	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.
272	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)
273	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.
274	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.
275	20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
276	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster:
277	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
278	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.
279	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).
280	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.
281	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.
282	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 0.50 Sqm
283	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
284	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm
285	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
286	Providing and fixing bright finished brass door latch with necessary screws etc. complete 250x10x5mm
287	Providing and fixing bright finished brass door latch with necessary screws etc. complete 250x10x5mm
288	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
289	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).
290	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 W/C
291	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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
292	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
293	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 Toilet/washroom
294	Providing and fixing Toilet paper Holder: Medium Toilet/washroom
295	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 Toilet/washroom
296	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
297	Providing and fixing soil, waste and vent pipes 100mm dia, Sand cast iron S&S pipe as per IS: 1729 pipe (4\"x10\")
298	Providing and fixing soil, waste and vent pipes: 75mm dia, Sand cast iron S&S pipe as per IS: 1729 pip (3\"x10\")
299	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
300	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
301	Providing and fixing terminal guard :100 mm, Sand cast iron S&S as per IS - 1729
302	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
303	Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
304	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
305	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
306	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.
307	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two or more coats on new work
308	Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
309	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
310	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
311	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. (1000-2000) Litre Capacity
312	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:20mm nominal outer dia Pipes.
313	Providing andfixing 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. External works 25mm nominal outer dia
314	Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
315	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931.15mm nominal bore
316	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
317	Septic tank for Executive Engineer (C) building.
318	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
319	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
320	Brick work with common burnt clay machine moulded perforated bricks of class designation conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :
321	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
322	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Mild steel and Medium Tensile steel bars.
323	Centering and shuttering including strutting, propping etc. and removal ofworks for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
324	Suspended floors, roofs, landings, balconies and access platform.
325	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
326	20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
327	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
328	Providing and fixing soil, waste and vent pipes, 100mm dia Sand cast iron S&S pipe as per IS: 1729
329	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
330	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.
331	Internal electrification/wiring of Executive Engineer (C) building.
332	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.
333	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.
334	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.
335	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.
336	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
337	5/6 A switch
338	15/16 A switch
339	6 pin 15/16 A socket outlet
340	6 pin 15/16 A socket outlet
341	Bell push
342	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
343	3 module (100mmx75mm)
344	6 module (100mmx75mm)
345	Supplying and fixing brass batten/ angle holder including connection etc as required.
346	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
347	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
348	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 510mm sweep
349	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
350	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
351	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
352	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
353	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
354	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
355	Providing and fixing 50 mm dia X 3.2 metres G.I. pipe (including accessories) complete with 50 mm X 50 mm X 6 mm angle iron bracket on wall and 75 mm X 90 mm shackle insulator with straps for house service connection including painting the angle and flat iron with primer and finish paint etc. as required.
356	Supplying Installation fixing ABC DRY CHEMICAL POWDER Fire Extinguisher of 5\"0 Kg trolley mounted confirming to IS: 217 and CO2 Cartridge confirming to IS: 4947 Powder Confirming to IS:4308\"
357	Supplying materials fabrication & erection of street light poles 4 metres high stepped made of lrcavy gauge )\4S pipe of a combination of 40 mm & 60 mm and l50 mm dia. with 300x300mm base plate fixed in grand with 0.25 metre concrete puff projecting 0.5m outside the ground.
358	Supplying, fitting and fixing of LED lightings complete inc. wiring. LED Street Light/Down Light (28-39) Watt
359	Overhead Water tank supply.
360	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
361	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
362	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
363	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 up to 1.5m.
364	Centering and shuttering including strutting, propping etc. and removal ofworks for:
365	Column, pillars, piers, abutments, posts & struts.
366	Arches, domes, vaults up to 6 m span
367	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
368	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
369	Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Including mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification.
370	Providing 20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
371	Providing andfixing 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. 25mm nominal outer dia
372	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : 100 mm dia pipe
373	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I
374	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore
375	Supplying fitting & fixing water pump set separated by A.C. 3 phase 440 volt grade.
376	3 HP 3 Phase
377	5 HP 3 Phase
378	Water filtration chamber.
379	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
380	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
381	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
382	Centering and shuttering including strutting, propping etc. and removal ofworks for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
383	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
384	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.
385	Providing 20 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)
386	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
387	65 mm dia nominal bore
388	40 mm dia nominal bore
389	Providing and placing filter media of approved quality and as per specification, in the folter bed free from dirt and other impurities including carriage within 200m and forest royalty all complete as directed
390	Sand
391	Stone
392	Fencing.
393	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
394	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
395	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement: 6 coarse sand)
396	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
397	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 up to 1.5m.
398	Centering and shuttering including strutting, propping etc. and removal ofworks for: Column, pillars, piers, abutments, posts & struts.
399	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
400	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.
401	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.
402	20mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
403	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
404	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.
405	Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
406	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
407	Chowkidar quarter.
408	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
409	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 up to 1.5m.
410	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
411	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
412	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
413	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
414	Centering and shuttering including strutting, propping etc. and removal ofworks for:
415	Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
416	Lintels, beams, plinth beams, girders, bressumers and cantilever.
417	Column, pillars, piers, abutments, posts & struts.
418	Suspended floors, roofs, landings, balconies and access platform.
419	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
420	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
421	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.
422	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).
423	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)
424	Providing 20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
425	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.
426	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. 50 mm thick in proportion 1:4:8
427	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.
428	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.
429	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)
430	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :
431	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
432	Providing and fixing bright finished brass handles with screws etc. complete.
433	Providing and fixing bright finished brass door latch with necessary screws etc. complete :
434	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes
435	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
436	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
437	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
438	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: 15 mm nominal dia
439	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 : Oval shape 450x350 mm (outer dimensions)
440	Providing and fixing Toilet paper Holder, Vitreous china type.
441	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. 600 mm Towel rail
442	Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250 mm. Wash basin.
443	Providing and fixing soil, waste and vent pipes
444	100mm dia Sand cast iron S&S pipe as per IS: 1729
445	75mm dia Sand cast iron S&S pipe as per IS: 1729
446	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
447	100 mm dia Sand cast iron S&S as per IS - 1729
448	75 mm dia Sand cast iron S&S as per IS - 1729
449	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
450	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
451	Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729
452	Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729, 75 mmdia. PVC cowl of ISI make
453	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
454	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
455	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
456	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.
457	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.
458	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
459	Applying priming coat. With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
460	Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
461	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 ofsuitable shade with ordinary paint of approved brand and manufacture.
462	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
463	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:20mm nominal outer dia Pipes.
464	Providing andfixing 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. External works: 25mm nominal outer dia
465	Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore
466	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931. 15mm nominal bore
467	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
468	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15mm nominal bore
469	Septic tank for Chowkidar quarter.
470	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
471	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
472	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.
473	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
474	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.Mild steel and Medium Tensile steel bars.
475	Centering and shuttering including strutting, propping etc. and removal ofworks for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
476	Suspended floors, roofs, landings, balconies and access platform. Thickness of floors/slab up to 200 mm.
477	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).
478	20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
479	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal nsize.
480	Providing and fixing soil, waste and vent pipes, 100mm dia Sand cast iron S&S pipe as per IS: 1729
481	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
482	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.
483	Internal wiring of Chowkidar quarter.
484	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
485	Light point
486	Plug point
487	Power Plug point
488	Ceiling fan
489	Exhaust fan
490	Calling bel
491	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.
492	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.
493	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
494	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
495	5/6 A switch
496	15/16 A switch
497	3 pin 5/6 A socket outlet
498	6 pin 15/16 A socket outlet
499	Bell push
500	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
501	3 module (100mmx75mm)
502	6 module (100mmx75mm)
503	Supplying and fixing brass batten/ angle holder including connection etc as required.
504	Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
505	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
506	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 510mm sweep
507	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
508	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
509	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
510	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
511	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
512	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
513	Borehole.
514	Site Preparation
515	Transportation of Rig Machine and accessories
516	Construction of 1.20m wide footpath with average cutting for 0.50m including proper levelling and grade cleaning and removing of spoil up to 30m all lift.
517	Drilling deep tube well through all types of formation (including hard rock formation) down to required depth using D.T.H. Rig Machine with suitable D.T.H. Hammer and bits etc. 200mm dia (8” inches)
518	Providing and lowering charges of M.S. casing pipe for Bore well including supplying of jointing materials all complete as directed.
519	Development of bore well with adequate air pressure for flushing etc. all complete as directed.
520	Providing and supplying Submersible Pump set of 20HP complete as required including GST
521	Providing and supplying of Submersible flat cable, 3core copper 6mm2 2x(153+50)=406.00
522	Providing and supplying of stay(steel) wire. 2x(153+10)=326.00
523	Installation of Pump including fitting, fixing testing and commissioning etc. complete.
524	Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevant IS Codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes complete as directed. PVC PIPE OF SUPREME/PRINCE/ FUSION/ SFMC Brand or Equivalent: 50mm. Inside borewell= 153.00
525	Supplying, fitting and fixing CPVC pipes with all necessary fittings of SUPREME/PRINCE/SFMC/FUSION brand or equivalent, in exposed or in trenches including trenching and refilling the same etc. Complete as directed. 50mm dia. Ground to overhead water tank=300.0 Rm
526	Supply, installation, fitting and fixing of fully Automatic star delta starters in sheet steel ENCLOSURE 415V,3φ
527	Supply, fitting and fixing of H.R.C Fuse link for 415v,50Hz. L)400A
528	Supplying, laying and jointing pvc insulated, armoured, heavy duty electric cable with alluminium conductor, 1100 volts grade conforming to I.S.:1554 (part-I). Sectional area 2.50 sqmm. Ditto sec area 25 sqmm
529	Supplying materials fabrication& erection of street lights poles 4metres high stepped made of heavy gauge MS pipe of combination of 40mm&60mm and 150mm dia.with300x300mm base plate fixed in grand with 0.25metre concrete puff projecting 0.5m outside the ground.
530	Road Improvement along Umiam Concrete Dam Top, Road to Inspection Banglow, Office Complex
531	Road Improvement Along the Umiam Concrete Dam Top, Umiam
532	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
533	Prime Coat: High porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification .
534	Tack Coat Penetration Grade Bitumen (80/100) : Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification Clause 503.
535	Semi Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with Hot mix Plantusing crushed aggregates of specified grading as per table 500.14 (MoRTH specification) premixed and filler with bituminous binder transported to site up to a lead of 1000m, laid over a previously prepared surface with paver finisher to the required grade, level, alignment and rolled with smoothed wheel, vibratory and tandem roller to achieve the desired compaction as per Technical MORT&H Specification clause 508.USING PENETRATION GRADE BITUMEN 80/100. Without Anti Stripping Agents 10 mm nominal sizes
536	Seal Coat Type A
537	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification. By Manual Means :WithoutAnti Stripping Agent. Bitumen 80/100 grade
538	Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and specification to be installed by manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer instructions for installation as per Technical Specification.
539	Road Improvement to the Office of the Executive Engineer , Hydraulic Structure Maintenance Division at Umiam.
540	Clearing and Grubbing Road Land.
541	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. By Manual means In area of thorny jungle.
542	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
543	Granular Sub-base with Well graded Material (Table 400.1):By Mix in Place Method. Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. For Grading II Material in Office compound
544	Water Bound Macadam Sub-Base/ Base
545	WBM Grading II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification. By Manual Means
546	WBM Grading III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
547	Prime Coat: High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification .
548	Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification.
549	20 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen)
550	Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case I : By Manual Means. WithoutAnti Stripping Agent: Bitumen 80/100 grade
551	Seal Coat Type C
552	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means: WithoutAnti Stripping Agent. Bitumen 80/100 grade
553	Construction of Subgrade and Earthen Shoulder
554	Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tables 300.2 with lead up to 1000 m as per Technical Specification: Earthen Shoulder
555	Excavation for Structures: Earthwork for excavation of foundation of structure of structures up to 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material: By manual means: Ordinary rock (not requiring blasting)
556	Bedding for Pipe. Type A (Concrete Cradle) Bedding: Laying concrete cradle bedding with M15 Grade Cement concrete as per Clause 1105: Nominal mix 1:2:4
557	Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in single row: Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular materialin single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works, backfilling, concrete and masonry works in head walls and parapet as per Technical Specification. Single Row: A. 1200 mm dia
558	Bedding for Pipe. Type B (First Class) Bedding: Earth filling (Marshy soil).
559	Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and Technical Specification Clause 1109: In 1:4 cement mortar
560	Painting Two coats on New Concrete Surfaces: Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surfaces as per drawing and Technical Specification.
561	Construction of hill side drain: Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification clause 1606.1
562	Earthwork in excavation for structures as per drawing and Technical Specification: By Manual Means :Ordinary Rock Not Required Blasting
563	Plain cement concrete M15 grade. Nominal mix 1:2:4
564	Cement plaster 15mm thick 1:4 on stone masonry
565	Metal Beam Crash Barrier Type A- \"W\": Metal Beam Crash Barrier. Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per T.S
566	Road Improvement to IB Sumer.
567	Clearing and Grubbing Road Land.
568	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. By Manual means In area of thorny jungle
569	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
570	Water Bound Macadam Sub-Base/ Base
571	WBM Grading II: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means
572	WBM Grading III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405:By Manual Means
573	Prime Coat: High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification .
574	Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification.
575	20 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen)
576	Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508: By Manual Means WithoutAnti Stripping Agent. Bitumen 80/100 grade
577	Seal Coat Type C
578	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.By Manual Means:WithoutAnti Stripping Agent. Bitumen 80/100 grade
579	Construction of Subgrade and Earthen Shoulder
580	Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tables 300.2 with lead up to 1000 m as per Technical Specification: Earthen Shoulder
581	Construction of hill side drain
582	Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification: Earthwork in excavation for structures as per drawing and Technical Specification By Manual Means :
583	Ordinary Rock Not Required Blasting
584	Plain cement concrete M15 grade. Nominal mix 1:2:4
585	Cement plaster 15mm thick 1:4 on stone masonry
586	Road Improvement to the Existing Laboratory & Offices, Umiam.
587	Clearing and Grubbing Road Land.
588	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. By Manual means In area of thorny jungle
589	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
590	Water Bound Macadam Sub-Base/ Base
591	WBM Grading II: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification. By Manual Means
592	WBM Grading III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification. By Manual Means
593	Prime Coat: High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification .
594	Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification Clause 503.
595	20 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen)
596	Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508: By Manual Means WithoutAnti Stripping Agent. Bitumen 80/100 grade
597	Seal Coat Type C
598	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification. By Manual Means WithoutAnti Stripping Agent. Bitumen 80/100 grade
599	Construction of Subgrade and Earthen Shoulder
600	Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tables 300.2 with lead up to 1000 m as per Technical Specification. Earthen Shoulder
601	Excavation for Structures: Earthwork for excavation of foundation of structure of structures up to 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. By manual means: Ordinary rock (not requiring blasting)
602	Bedding for Pipe. Type A (Concrete Cradle) Bedding. Laying concrete cradle bedding with M15 Grade Cement concrete as per Clause 1105. Nominal mix 1:2:4
603	Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in single row: Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular materialin single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet as per Technical Specification. Single Row 600 mm dia
604	Bedding for Pipe. Type B (First Class) Bedding Earth filling (Marshy soil).
605	Painting Two coats on New Concrete Surfaces: Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surfaces as per drawing and Technical Specification.
606	Construction of hill side drain
607	Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification. Earthwork in excavation for structures as per drawing and Technical Specification By Manual Means :
608	Ordinary Rock Not Required Blasting
609	Plain cement concrete M15 grade. Nominal mix 1:2:4
610	Cement plaster 15mm thick 1:4 on stone masonry
611	Road Improvement to the HRDC Office, Umiam.
612	Clearing and Grubbing Road Land.
613	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. By Manual means In area of thorny jungle
614	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
615	Water Bound Macadam Sub-Base/ Base
616	WBM Grading II. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification. By Manual Means
617	WBM Grading III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification. By Manual Means
618	Prime Coat: High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification .
619	Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Technical Specification.
620	20 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen)
621	Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification. By Manual Means WithoutAnti Stripping Agent .Bitumen 80/100 grade
622	Seal Coat Type C
623	Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification. By Manual Means WithoutAnti Stripping Agent Bitumen 80/100 grade
624	Construction of Subgrade and Earthen Shoulder
625	Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of tables 300.2 with lead up to 1000 m as per Technical Specification. Earthen Shoulder
626	Major Repair of Cantilever Footpath at top of Concrete dam
627	Slab Culvert
628	Supplying fitting and placing HYSD bar reinforcement (Fe 415) in super structure complete as per drawing and technical specification clauses1002,1010 and 1202
629	Providing and laying RCC in superstructure as per drawing and technical specification clauses 800,1205.4 and 1205.5 (1500,1700 & 2100 MoRTH specification): RCC Grade M20 Nominal mix 1:1.5:3 Height up to 5 m
630	Footpath
631	Providing and laying 65 mm thick C.C floor with metallic concrete hardener topping under layer of 50 mm thick cement concrete 1:2:4 ( 1 cement: 2 coarse sand:4 coarse aggregate of 20 mm and down) and top layer of 15 mm thick of metallic cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 stone aggregate 6 mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 ( 4 parts of cement: 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed.
632	Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100 mm compacted sand gravel including cutting where necessary finished with flush pointing with Fix - A - Tile ( Choksey/ Sika / Pidilite / Rouf ) / white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. 60 mm thick Silicon paver
633	Construction of Rcc railing of M 25 gradein situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical Railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, as per approved drawings and Technical specifications clauses 800,900 and 1208.3
634	PARAPET WALL
635	Drilling holes and laying of dowels bars 20 mm to 25mm into the rock not less than 75cm deep and keeping them protruding above the rock for not less than 45 times the diameter of the bar and properly embedding them into he rock by concreting complete as per drawing and technical specification
636	Supplying fitting and placing HYSD bar reinforcement (Fe 415) in super structure complete as per drawing and technical specification clauses1002,1010 and 1202
637	Providing and laying RCC in superstructure as per drawing and technical specification clauses 800,1205.4 and 1205.5 (1500,1700 & 2100 MoRTH specification). RCC M25 Height up to 5 m
638	Painting Two coats on New Concrete Surfaces: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after thorough cleaning of surfaces to give an even shade as per drawing and Technical Specification

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Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package Iii)., East Khasi Hills-Meghalaya

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Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package Iii)., East Khasi Hills-Meghalaya

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