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

TDR : 42453880

Tender Notice
Corrigendum Details
BOQ

Expired

East Khasi Hills , Meghalaya

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

Document Fees
₹ 5000 /-

EMD
₹ 2709000.0 /-

Tender Value
₹ 27.08 Crore /-

Submission Date
24-04-2024

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	24-04-2024	Notice for Technical Bid Opening	Other	24-04-2024
2	22-04-2024	Extension of bid submission date to 24.04.2024	Date	24-04-2024
3	18-04-2024	Latest corrigendum related to payment	Other	22-04-2024
4	17-04-2024	Notice for Technical Bid opening	Technical Bid	22-04-2024
5	04-04-2024	Extension of bid submission date to April 22, 2024	Date	22-04-2024
6	07-03-2024	Pre-bid meeting notice for the work Rehabilitation, Improvement of Dykes and Basic Facilities at Umiam Stage-I Dam in Ri-Bhoi District of Meghalaya under DRIP-II (Package-II)	Other	09-04-2024

Name of Work: Rehabilitation, Improvement of Dykes and Basic Facilities at Umiam Stage-I Dam in RiBhoi District of Meghalaya under DRIP-II (Package-II)

Sl. No.	Item Description
1	Dyke No-I (Lad Umroi)
2	Steps on the downstream face of Dyke-I required to facilitate the maintenance.
3	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, asdirected by Engineer-in- Charge: In all kinds of soil.
4	Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete:Stone soling of thickness 150mm.
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In Mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
6	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand).
7	Providing 20 mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand).
8	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
9	Uprooting of Trees, jungle from the slope and terrain area of Main Dyke at Umiam.
10	Clearing and Uprooting of wild vegetation,shrubs, grass, bushes, weeds, saplings and trees of girth upto 300mm,removal of stumps of such trees cut earlier from the slope and terrain area of Dyke and disposal of spoils outside the Dyke and as directed.
11	Providing Toe drain and connecting Drain further downstream of Dyke-I
12	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: In all kinds of soil.
13	Providing soling 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 soling600 mm.
14	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (connecting Drain): In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
15	Centering and shuttering including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
16	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
17	20 mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand).
18	Chute & Longitudinal Drain in the Downstream Slope of Dyke-I
19	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
20	Providing soling 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 100 mm thick
21	Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
22	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
23	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
24	20 mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand).
25	Repair/ Re-sectioning of Rip-Rap to maintain stability of Rip-Rap at Dyke-I.
26	Rip Rap Resetting IncludingMaterials: Providing and constructing 600 mm thick rip-rap with hand packed header stone of 750 mm at 1.5 m c/c andrough stone revetmentwith minimum average rock size of 300 mmover 450 mm thick graded filter media backing consisting of sand,10 mm down and 40 mm down approved clean, hard, graded aggregates laid in layers of 150 mm thick each including cost of all materials for riprap and filter media, machinery, labour, laying to required slopes as per approved drawings, packing and wedging with stone chips, finishing surface etc., complete with all leads and lifts and as per direction of Engineer-in-charge.
27	Protection Wall on the Upstream and Downstream Side of Main Dyke-I.
28	Earthwork in excavation by manual means 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 bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soil. (see drawing for details): All kinds of soil (ordinary soil/ hard soil/ dense soil).
29	Providing soling 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 150mm thick.
30	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately): In mix 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).
31	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required): Thermo-Mechanically Treated bars.
32	Centering and shuttering including struttling, propping etc. and removal of form for all heights complcte and as directed by Engineer incharge: In Foundations, footings, bases of columns, etc. for mass concrete (using steel).
33	Centerlng and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer incharge: In Columns, Pillars, Piers, Abutments, Posts and struts (using steel).
34	Centering and shuttering including struttling, propping etc. and removal of form for all heights complcte and as directed by Engineer-in-charge: In Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel).
35	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centerjng, shuttering, finishing and reinforcement- All work up to plinth level:M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size).
36	Coursed rubble masonry (first sort) with hard stone in foundation and plinth in Cement mortar 1:6 (1 cement: 6 coarse sand).
37	Brick work in cement mortar with first class brick insuperstructure above plinth level up to first floor level in all shapes and sizes:In Cement mortar 1 :4 (1 cement: 4 coarse sand).
38	20 mm thick cement plaster of mix 1 :4 (1 cement: 4 fine sand).
39	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.
40	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia. wire or nuts, bolts and washers as required complete as per the irection of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia. not less than 5 mm in required colour and shade.
41	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 in openable length (total length 90 in), having 50 nos. rounds per 6 in length, up to 3 in height of wall with existing angle iron \"Y. shaped placed 2.4 in or 3.00 in apart and with 9 horizontal P.B.T. reinforced barbed wire, stud tied with G.I. staples and a.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape (Pl.B.T.)/ Spring core (2.5 mm thick) wire Of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gin/in (cost of M.S. angle, C.C. blocks shall be paid separately).
42	Construction of Watch Tower on the Left Bank of Dyke-I at Umiam
43	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
44	Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete: Stone soling of thickness 100mm.
45	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel: In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
46	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: TMT bars.
47	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild steel and Medium Tensile steel bars
48	Centering and shuttering including strutting, propping etc. and removalof form for : Foundations, footings, bases of columns, etc. for mass concrete
49	Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
50	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Posts & Strut
51	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
52	Centering and shuttering including strutting, propping etc. and removal of form for: Stairs, (excluding landings) except spiral-staircases
53	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand).
54	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand).
55	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
56	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand).
57	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer: with G.I. pipes.
58	15 mm thick cement plaster on the rough side of single or half brick wall in mix 1:4 (1 cement: 4 fine sand).
59	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
60	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
61	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
62	Construction of Watch Tower on the Right Bank of Dyke-I at Umiam
63	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
64	Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete in stone soling of thickness 100mm
65	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
66	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars.
67	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild steel and Medium Tensile steel bars
68	Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
69	Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.
70	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Posts & Strut.
71	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
72	Centering and shuttering including strutting, propping etc. and removal of form for: Stairs, (excluding landings) except spiral-staircases.
73	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level: in Cement mortar 1:6 (1 cement : 6 coarse sand).
74	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand)
75	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
76	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand).
77	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer with G.I. pipes.
78	15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand).
79	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 applied2.20kg/10 sqm.
80	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
81	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
82	High Mast Lighting Tower 15m height on the Left Bank of Dyke-I
83	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections.PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx). Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised
84	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
85	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
86	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels).
87	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely.
88	Supplying, Erection, Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection, to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil.
89	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection (standard make).
90	S&F 63A Kit Kat Fuse on wooden board
91	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
92	Erection,Testing and Commisioning of 15 Mtr High Mast System inc. all accessories completely.
93	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
94	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
95	Foundation: Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: In all kinds of soil.
96	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars.
97	Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
98	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : In mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
99	High Mast Lighting Tower 15m height on the Right Bank of Dyke-I
100	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections. PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx).Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised
101	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
102	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
103	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels)
104	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast. It shall also consist of suitable control for the power tool motor completely
105	Supplying, Erection, Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil.
106	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make).
107	S&F 63A Kit Kat Fuse on wooden board.
108	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
109	Erection,Testing and Commisioning of 15 Mtr High Mast System inc. all accessories completely.
110	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
111	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
112	Foundation: Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: In all kinds of soil.
113	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars.
114	Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
115	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)
116	Sign Board at Dyke-I
117	Traffic Signs:Retro- Reflectoised Traffic Signs: Supported on GI/Steel Pipe 50/75 mm dia.:Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5mm thick supported on GI/Steel Pipe 50/75 mm dia firmly fixed to the gorund by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and Technical Specification and as directed.
118	Supply of 3mm thick steel plate sign/caution board Triangular/ circular square rectangular including painting two coats with approved paints including supply of paints.
119	Labour charge for fitting and fixing the above sign board on the surface with C.C work proportion 1:2:4 including supply of sand and cement.
120	Supply of M.S Angle/Round signboard posts size 75mm x 75mm x 7mm fitted with steel plate signboard by welding painting two coats with approved quality of paints alternately with black and white paint 20 cm long strip including supply of paints.
121	Lettering with Reflective Tape (Radium): 85mm - 100 mm size.
122	Lettering with Reflective Tape (Radium): 50 mm - 65mm size.
123	Dyke No-II (Umsaw)
124	Steps on the downstream face of Dyke required to facilitate the maintenance.
125	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, asdirected by Engineer-in- Charge: In all kinds of soil.
126	Providing soling 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 - 150mm thick.
127	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).
128	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand).
129	20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
130	Providing, fitting, and fixing in position steel gates with RSJ post (100x5)mm with leaves frames and diagonally braced with m/s angle (25mmx25mmx6mm) gusset plate of (100x100x6)mm with chain link wire netting of 10 SW GI wire 100mmx10mm diamond mesh including bolts nuts and hooks etc complete.
131	Uprooting of Trees, jungle/Bushes etc.from the slope and terrain area of Dyke at Umiam.
132	Clearing and Uprooting of wild vegetation,shrubs, grass,bushes, weeds,saplings and trees of girth upto 300mm,removal of stumps of such trees cut earlier from the slope and terrain area of Dyke and disposal of spoils outside the Dyke and as directed
133	Chute and Longitudinal Drains in the Downstream Slope and on the Berms of Dyke-II
134	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: In all kinds of soil.
135	Providing soling 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 - 100mm thick.
136	Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
137	Providing and laying plain cemenr concrete mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
138	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
139	Providing 20 mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand).
140	Supplying, fitting and fixing 315mm diaPVC pipes complete as directed.
141	Supplying, fitting and fixing of 315mm dia PVC bend complete as directed.
142	Supplying, fitting and fixing of 315mm dia PVC coupler complete as directed.
143	Repair/ Re-sectioning of Rip-Rap to maintain stability of Rip-Rap at Dyke-II.
144	Rip Rap Resetting (Including Basic Materials):Providing and constructing 600 mm thick rip-rap with hand packed header stone of 750 mm at 1.5 m c/c andrough stone revetmentwith minimum average rock size of 300 mmover 450 mm thick graded filter media backing consisting of sand,10 mm down and 40 mm down approved clean, hard, graded aggregates laid in layers of 150 mm thick each including cost of all materials for riprap and filter media, machinery, labour, laying to required slopes as per approved drawings, packing and wedging with stone chips, finishing surface etc., complete with all leads and lifts and as per direction of Engineer-in-charge.
145	Protection Wall on both Upstream and Downstream including the Main State Highway of Dyke - II
146	Earthwork in excavation by manual means 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 bailing out water where necessary and removal Of surplus earth with all lead and lifts as directed and specified for the following classification of soil: In all kinds of soil (ordinary soil/ hard soil/ dense soil).
147	Providing soling 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 150mm thick.
148	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately): In mix 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size).
149	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required): Thermo-Mechanically Treated bars.
150	SHUTTERING/FORMWORKCentering and shuttering including struttling, propping etc. and removal of form for all heights complete and as directed by Engineer in charge: In Foundations, footings, bases of columns, etc. for mass concrete (using steel).
151	Centering and shuttering including struttling, propping etc. and removal of form for all heights complete and as directed by Engineer in charge: In Columns, Pillars, Piers, Abutments, Posts and struts (using steel).
152	Centering and shuttering including struttling, propping etc. and removal of form for all heights complete and as directed by Engineer in charge: In Lintels, beams, plinth beams, girders, bressumers andcantilevers (using steel).
153	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: In mix M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size).
154	Coursed rubble masonry (first sort) with hard stone infoundation and plinth in Cement mortar 1 :6 (1 cement: 6 coarse sand).
155	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes: In Cement mortar 1 :4 (1 cement: 4 coarse sand).
156	20 mm thick cement plaster of mix 1 :4 (1 cement: 4 fine sand).
157	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.
158	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia. 10 in openable length (total length 90 in), having 50 nos. rounds per 6 in length, up to 3 in height of wall with existing angle iron \"Y. shaped placed 2.4 in or 3.00 in apart and with 9 horizontal P.B.T. reinforced barbed wire, stud tied with G.I. staples and a.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape (Pl.B.T.)/ Spring core (2.5 mm thick) wire Of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gin/in (cost of M.S. angle, C.C. blocks shall be paid separately).
159	Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel eta. as required: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
160	Construction of Watch Tower on the Left Bank of Dyke- II at Umiam
161	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
162	Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete: Stone soling of thickness 100mm.
163	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
164	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars.
165	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild steel and Medium Tensile steel bars.
166	Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
167	Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers.
168	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Posts & Strut.
169	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
170	Centering and shuttering including strutting, propping etc. and removal of form for: Stairs, (excluding landings) except spiral-staircases.
171	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand).
172	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand).
173	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
174	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand).
175	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer: With G.I. pipes
176	15 mm thick cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand).
177	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.
178	Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
179	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
180	Construction of Watch Tower on the Right Bank of Dyke-II at Umiam
181	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge: In all kinds of soil.
182	Providing brick soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete:Stone soling of thickness 100mm.
183	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel: In mix 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
184	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars.
185	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild steel and Medium Tensile steel bars.
186	Centering and shuttering including strutting, propping etc. and removalof form for : Foundations, footings, bases of columns, etc. for mass concrete.
187	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
188	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Posts & Strut.
189	Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform.
190	Centering and shuttering including strutting, propping etc. and removal of form for :Stairs, (excluding landings) except spiral-staircases.
191	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand).
192	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: In Cement mortar 1:6 (1 cement : 6 coarse sand).
193	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: In mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
194	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand).
195	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer: G.I. pipes.
196	15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand).
197	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.
198	Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
199	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
200	High Mast Lighting Tower 15m Height on the Left Bank of Dyke-II
201	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections.PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx).Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised.
202	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
203	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
204	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels)
205	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely.
206	Supplying, Erection, Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil.
207	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make).
208	S&F 63A Kit Kat Fuse on wooden board.
209	Supply and fixing of 900 x 600 x 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
210	Erection,Testing and Commisioning of 15 Mtr High Mast System inc. all accessories completely.
211	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
212	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
213	Foundation:Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
214	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
215	Centering and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge.4.1 Foundations, footings, bases of columns, etc. for mass concrete (using steel).
216	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: (b) M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size)
217	High Mast Lighting Tower 15m height on the Right Bank of Dyke-II
218	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections. PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx).Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised.
219	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
220	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels)
221	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels).
222	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely.
223	Supplying ,Erection,Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil.
224	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make).
225	S&F 63A Kit Kat Fuse on wooden board.
226	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
227	Erection,Testing and Commisioning of 15 Mtr High Mast System inc. all accessories completely.
228	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
229	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
230	Foundation:Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
231	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
232	Centering and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge.4.1 Foundations, footings, bases of columns, etc. for mass concrete (using steel).
233	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: (b) M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size)
234	Precautionary Sign Board at Dyke-II
235	Traffic Signs:A.Retro- Reflectoised Traffic Signs:Supported on GI/Steel Pipe 50/75 mm dia.:Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide clause 1701.2.3 fixed over Aluminium Sheeting 1.5mm thick supported on GI/Steel pipe 50/75 mm dia firmly fixed to the gorund by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and Technical Specification and as directed.
236	Supply of 3mm thick steel plate sign/caution board Triangular/circular square rectangular including painting two coats with approved paints including supply of paints.
237	Labour charge for fitting and fixing the above sign board on the surface with C.C work proportion 1:2:4 including supply of sand and cement.
238	Supply of M.S Angle/Round signboard posts size 75mm x 75mm x 7mm fitted with steel plate signboard by welding painting two coats with approved quality of paints alternately with black and white paint 20 cm long strip including supply of paints.
239	Lettering with Reflective Tape ( Radium) 85mm - 100 mm size
240	Lettering with Reflective Tape ( Radium) 50 mm - 65mm size
241	Providing New Bituminous Top (BT) over the existing road to make the surface even with camber towards the downstream slope including side vertical drains at Dyke-II, Umsaw of Umiam Stage-I
242	Maintenance of earthen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per Technical specification.
243	Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification. By Manual Means: In Bituminous Courses.
244	Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification. By Manual Means: In Granular Courses.
245	Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification. By Mechanical Means: In Bituminous Courses.
246	Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification. By Mechanical Means: In Granular Courses.
247	Water Bound Macadam Sub-base/Base: WBM Grading 2: 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 2 as per Technical Specification: By Mechanical Means.
248	Water Bound Macadam Sub-base/Base: WBM Grading 3: 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 3 as per Technical Specification: By Mechanical Means.
249	Construction of hill side drain in accordance with the requirement of specifications true to the lines and grades. Dimensions and other particulars as per drawing and Technical Specification: Plain cement concrete M 15 grade:Nominal mix 1:2:4 (hand mixing).
250	Providing 12 mm thick cement plastering in cement mortar 1:2, 1:3 and 1:4 including cleaning the surface, curing and carriage of all materials within 200 m complete as per Technical Specification in Cement Mortar 1:2.
251	Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with penetration grade bitumen (S-90) using bitumen pressure distributor at the specified rate of 0.25 kg/sqm on the existing blacktopped surface, cleaned with hydraulic broom as per Technical Specification.
252	Semi Dense Bituminous Concrete:Providing and laying semi dense bituminous concrete with Hot Mix Plant using crushed aggregate of specified grading as per Table 500.14 (MORT&H Specification) premixed with bituminous binder, transported to site upto a lead of 1000m, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical MORT&H Specification.
253	Seal Coat Type A:Providing and laying seal coat sealing 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:With Anti-Stripping Agent :Bitumen Crumb Rubber Modified Bitumen.
254	Lighting Arrangement at the Dam Top for Security and Emergency Inspections.
255	Supplying and fixing wall/floor mounted metal board of welded construction and fabrication with minimum (50x5)mm angle iron frame work with horizontal and vertical intermediate members of suitable angle/flat iron covered with 1mm MS sheet for mounting of switch gear including painting as required: Iron frame board (1500x1500x200)mm.
256	Supplying , laying, testing& commissioning of PVC/XLPE Armoured cables with Copper Conductor 1100V, Grade of the following sizes along wall etc in ground including the cost of digging of trenches sand cushioing besides laying etc & refilling the same in layers of by supporting them on the walls.(ii)2.5 mm² (a) With2core cable
257	Supplying , laying, testing& commissioning of PVC/XLPE Armoured cables with Copper Conductor 1100V, Grade of the following sizes along wall etc in ground including the cost of digging of trenches sand cushioing besides laying etc & refilling the same in layers of by supporting them on the walls.(ii)2.5 mm² (a) With2core cable
258	Supplying fitting & fixing complete 240/415V Al. Bus Bar Chamber (ii) TPN 4 Ways b) 63 Amp 415 V. Capacity.
259	Supplying fitting and fixing of DX3 Isolators for AC applications upto 125 A. B. Triple pole 415 V (e) 125 Amp
260	Supplying & fixing of Load Kontaket Miniature Circuit Breakers DX3 MCB\"s for AC application till 63 A .B. Single pole + Neutral 240V( c) 40-63 Amp
261	Supplying, fitting and fixing Distribution Board Ekinox TPN DB-VTPN for DX3 MCB DB\"s. A IP 30 -#1K08(a) 4 Ways + 12 Module
262	Supplying fitting and fixing of LED Lightings complete h) LED Street Light- Rodeo Series 25-150W(i) Rodeo Series 25-150W
263	Supplying fittings and fixing complete heavy duty double break fuse switches - HBC Fuse Type in Sheet enclusure 50 Hz415V. 3 Pole With Neutral (T.P.N)(a) 63 Amp Capacity
264	Supply, Installation, Testing & Commissioning of 7 Mtr High not dip Galvanized Octagonal Pole with bottom 130mm A/F, top 70mm A/F made up of 3mm thick HT plate and 220x220x16mm base plate and 1000mm long single arm bracket complete with 4 Nos M24 x 700 mm long foundation bolts, RCC foundation etc as complete as required.
265	Supply fitting and fixing of MFE 40, G.I Cnemical Earthing electrode filled with CMM and Back fill compound (BFC) (a) Diameter:50mm Length : 2 meter.
266	Improvement of Footpath on Both Sides along the Dyke-II Top.
267	Earth work in excavation by manual mechanical means(Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge.(a) All kinds of soil
268	Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (d) Stone soling of thickness 150mm.
269	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(c) 1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
270	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with:(a) Cement mortar 1 :6 (1 cement: 6 coarse sand)
271	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
272	Providing and laying paver over a base of 100 mmcompacted sand gravel including cutting where necessary finished with flush pointing with cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed (c) 50 mm thick
273	Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.(a) ln stringers, treads, landings etc. of stair cases, including use of chequered plate wherever reqilired, all complete
274	Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.(b) ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
275	Supplying, fitting and fixing PVC pipes/ bends/ Junctions etc. of Supreme /Prince or other ISI approved make, including joining ,fitting and fixing with clamps etc. as necessary complete at all levels including below G.L as directed and specified.
276	Providing, fixing and fitting 87.5 degree PVC bend as directed and specified: 160mm dia.
277	Concrete Dam
278	Anti Erosion & Retaining Wall Including Storm Water Drain Along the Reservoir Rim
279	RCC WALL: Drilling holes and laying of dowels bars 20 mm to 25mm into the rock not less than 75cm deep and keeping them protuding 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 spcification. (i) 20 mm dia bar
280	Supplying fitting and placing HYSD bar reinforcment (Fe 415) in super structure complete as per drawing and technical specification clauses1002,1010 and 1202
281	Providing and laying RCC in superstructure as per drawing and technical specification clauses 800,1205.4 and 1205.5 (1500,1700 & 2100 MoRTH specification)II. RCC M25 1. Height upto 5 m
282	STONE PITCHING:Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clauses1303
283	Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification: Brick/Stone Pitching in cement mortar 1:4 (1-cement : 4-course sand).
284	Providing Storm Drain Water on the Left Bank Downstream Side of Stage-I Umiam Concrete Dam Umiam
285	Earth work in excavation by manuav mechanical meansb(Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge.(a) All kinds of soil
286	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
287	Centering and shuttering lncludlng struttlng, propping etc. and removal of form for all heights complcte and as directed by Engineer in chargeWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)
288	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
289	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size)
290	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
291	Providing Storm Drain Water on the Right Bank Downstream Side of Stage-I Umiam Concrete Dam Umiam
292	Earth work in excavation by manuav mechanical means(Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge.(a) All kinds of soil
293	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
294	Centering and shuttering lncluding strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in chargeWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)
295	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
296	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size)
297	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
298	Providing Storm Drain Water on the Left Bank Upstream Side of Stage-I Umiam Concrete Dam Umiam
299	Earth work in excavation by manuav mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 in in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 in and lift up to 1.5 in, as directed by Engineer-in-charge.(a) All kinds of soil
300	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
301	Centering and shuttering lncluding strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in chargeWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel)
302	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
303	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns,pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
304	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
305	Construction of Security Shed on the LEFT BANK of the Umiam Concrete Dam at Stage-I, Umiam.
306	Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
307	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in . a. With available excavated earth
308	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level:(a). M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size)
309	Coursed rubble masonry (first sort) with hard stone infoundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
310	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
311	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1. Foundations, footings, bases of columns, etc. for massconcrete (using steel).
312	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.4. Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
313	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.5. Columns, Pillars, Piers, Abutments, Posts and struts (using steel).
314	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.3 Slabs, roofs, landings, balconies and access platform, shelves (using steel).
315	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: - All work up to plinth level : (b). M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
316	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor levelM20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
317	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
318	Providing wood work in frames Of doors, windows, clerestory windows and other frames, wrought trained and fixed in position with hold fast lugs or with dash fasteners of required diameter & length. (a) With Teak wood/ Sissu wood
319	Providing and fixing factory made lsl marked steel glazed doors, windows and ventilators, side/ top/ center hung, with beading and all members such as F7D, F4B, Kll 8 and K12 8 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).
320	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
321	65 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 20 mm nominal size) and top layer 15 mm thick cement hardener consisting of mix 1 :2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm 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, complete.
322	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm 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.
323	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 andnecessary screws shall be paid separately) (a) With Teak wood/ Sissu wood. (i)35 mm thick shutters
324	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :(a) 125x64x2.50 mm
325	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (a) 250x10mm
326	Providing and fixing bright finished brass handles with screws etc. complete.(a) 125mm
327	Providing and fixing bright finished brass door latch with necessary screws etc. complete :(b) 250xl6x5 mm
328	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :(b) 5.5 mm thick glass panes
329	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :(a) G.S. Sheet
330	Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 mctres height including slacking the material within 50 metres lead:(a) Ch sectional area 40 sqcm and abov
331	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:(a) Of area 3 sqm and below
332	Demolishing cement concrete including disposal of material within 50 metres lead as per direction of Engineer-in-charge(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
333	Demolishing dry brick pitching in floor, drain etc. including stacking of serviceable materials and disposal of unserviceable materials within 50
334	Demolishing stone rubble masonry including slacking of serviceable material and disposal Of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
335	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 ls:7231, with all fi\"ngs and fixtures complete. includingcutting and making good the walls and floors wherever required:(a) White Vitreous china Orissa pattern W.C, pan of size 580x440mm with integral type foot rests
336	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 15mm CP Brass single hole basin mixer
337	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception Of pipes and fittings.
338	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
339	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 :(c) Oval shape 450x350 mm (outer dimensions)
340	Providing and fixing Toilet paper Holder: C.P Brass
341	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
342	Providing and fixing kitchen sink with C.I. brackets, C.P. brass chaln with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay sink of size 600x450x250 mm
343	Providing and fixing soil, waste and vent pipes 100mm dia: Sand cast iron S&S pipe as per IS: 1729.
344	Providing and fixing soil, waste and vent pipes 75mm dia sand cast iron S&S pipe as per IS: 1729.
345	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.
346	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 75 mm dia Sand cast iron S&S as per IS - 1729.
347	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.
348	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mmSand cast iron S&S as per IS - 1729.
349	Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729.
350	Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729.
351	Providing and fixing trap of self-cleansing design with screwed down or hinged grating with or without vein arm complete, including cost Of cutting and making good the walls and floors with sand cast iron S&S as per ls:3989: (a) 100 mm inlet and 100 mm outlet
352	Providing and fixing PTMT Waste Coupling for wash basin and sink, Of approved quality and colour.
353	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
354	Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces: Water thinnable cement primer.
355	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
356	Wall painting with acrylic emulsion pain of approved brand and manufacture to give an even shade: Two or more coats on new work.
357	Applying priming coat: (a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)/ with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
358	Applying priming coat:(c) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
359	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
360	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ls: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 tank1000 litre capacity.
361	Providing and fixing chlorinated polyvjnyl 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 in spacing. This includes jointing Of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20mm nominal outer dia Pipes.
362	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 , trnching, refilling & testing of joints complete as per direction of Engineer in charge.External work 25mm nominal outer dia.
363	Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore.
364	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : 15mm nominal bore.
365	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to ls standards and weighing not less than 810 gms. 15mm nominal bore.
366	Providing and fixing C.P. brass stop cock (concealed) Of standard design and Of approved make conforming to ls:8931.15mm nominal bore.
367	Septic Tank: Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
368	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
369	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(a)From ground level up to plinth level
370	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
371	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) (a) Mild steel and Medium Tensile steel bars
372	Centering and shuttering including strutting, propping etc. and removal ofworks for: 4.4. Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
373	Centering and shuttering including strutting, propping etc. and removal ofworks for: 4.3 Slabs, roofs, landings, balconies and access platform, shelves(using steel).
374	Reinforced cement concrete work in beams, slabs, 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 first flcor level, excluding the cost of centerlng, shuttering, finishing and reinforcement.M20 or 1 :1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
375	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
376	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
377	Providing and fixing soil, waste and vent pipes 100mm diaSand cast iron S&S pipe as per IS: 1729.
378	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.
379	Constructing soak pit 1.20xl.20xl.20 in filled with brickbats including S.W. drain pipe loo mm diameter and 1.20 in long complete as per standard design.
380	FENCING: Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
381	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
382	Coursed rubble masonry (first sort) with hard stone infoundation and plinth with: (a) Cement mortar 1 :6 (1 cement: 6 coarse sand)
383	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
384	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in . a. With available excavated earth
385	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. Columns, Pillars, Piers, Abutments, Posts and struts (usingsteel).
386	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:(b) M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
387	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
388	Structural steel work in single section, fixed with or without per kg 117.00connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
389	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
390	Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces: Water thinnable cement primer.
391	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
392	Applying priming coat.(c) With ready mixed red oxide zinc chromate primer of approvedbrand and manufacture on steel work (second coat)
393	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
394	INTERNAL WIRING:Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Light point.
395	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Plug point
396	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Power Plug point.
397	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Ceiling fan.
398	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
399	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
400	Drawing of main and sub main line with DGSD approved VIR or PVC 250/440 Volts grade copper conductor in PVC casing complete with all accessories.(b) With 2x6mm2 Copper conductor
401	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 5/6 A switch.
402	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 5/16 A switch.
403	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 3 pin 5/6 A socket outlet.
404	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 6 pin 15/16 A socket outlet.
405	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required:3 module (100mmx75mm)
406	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required: 6 module (100mmx75mm)
407	Supplying and fixing brass batten/ angle holder including connection etc as required.
408	Suppying and fitting of ceiling fan AC operated type 220/250 volt. Complete with 3 Nos of blades down rod canopy haning shackle & 30mm length of down rod supplied with the fan by the dealer but the extra length will be charged @ Rs 25.00/mtrs.(a) AC ceiling Fan \"600\"mm sweep
409	Supplying fittings and fixing complete heavy duty double break fuse switches- HBC fuse type in sheet enclosure 50 Hz.415V. 3 pole with Neutral (T.P.N)(a) 63Amp capacity
410	Supplying fitting and fixing of distribution board,ETPN DB\"s for MCB, Isolator, RCCB and RCBOA. IP 30-#1K 08 8 way (8 + 24)modules
411	Supplying and fixing of load Kontaket Miniature Circuit Breakers DX3 MCB\"s for AC application till 63A. Double pole 415 V (b) 6-32 Amp
412	Supplying fitting and fixingof DX3 Isolators for AC applications upto 125ADouble pole 240 V(c) 63Amp
413	Supplying fitting & fixing water pump set seperated by A.C. 3 phase 440 volt grade: 3 HP 3-Phase.
414	Supplying, fitting and fixing earthing with copper earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipeetc. with charcoal/ coke and salt etc complete as required
415	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
416	Construction of Security Shed at the RIGHT BANK ofthe Umiam Concrete Dam at Stage-I, Umiam.
417	Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
418	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in . a. With available excavated earth
419	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level:(a). M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size)
420	Coursed rubble masonry (first sort) with hard stone infoundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand).
421	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
422	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1. Foundations, footings, bases of columns, etc. for massconcrete (using steel).
423	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.4. Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
424	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.5. Columns, Pillars, Piers, Abutments, Posts and struts (using steel).
425	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.3 Slabs, roofs, landings, balconies and access platform, shelves (using steel).
426	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: - All work up to plinth level : (b). M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
427	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor levelM20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
428	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
429	Providing wood work in frames Of doors, windows, clerestory windows and other frames, wrought trained and fixed in position with hold fast lugs or with dash fasteners of required diameter & length. (a) With Teak wood/ Sissu wood
430	Providing and fixing factory made lsl marked steel glazed doors, windows and ventilators, side/ top/ center hung, with beading and all members such as F7D, F4B, Kll 8 and K12 8 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).
431	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
432	65 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 20 mm nominal size) and top layer 15 mm thick cement hardener consisting of mix 1 :2 (1 cement hardener mix: 2 graded stone aggregate, 6 mm 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, complete.
433	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm 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.
434	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 andnecessary screws shall be paid separately) (a) With Teak wood/ Sissu wood. (i)35 mm thick shutters
435	Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :(a) 125x64x2.50 mm
436	Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (a) 250x10mm
437	Providing and fixing bright finished brass handles with screws etc. complete.(a) 125mm
438	Providing and fixing bright finished brass door latch with necessary screws etc. complete :(b) 250xl6x5 mm
439	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :(b) 5.5 mm thick glass panes
440	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :(a) G.S. Sheet
441	Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 mctres height including slacking the material within 50 metres lead:(a) Ch sectional area 40 sqcm and abov
442	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:(a) Of area 3 sqm and below
443	Demolishing cement concrete including disposal of material within 50 metres lead as per direction of Engineer-in-charge(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
444	Demolishing dry brick pitching in floor, drain etc. including stacking of serviceable materials and disposal of unserviceable materials within 50
445	Demolishing stone rubble masonry including slacking of serviceable material and disposal Of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
446	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 ls:7231, with all fi\"ngs and fixtures complete. includingcutting and making good the walls and floors wherever required:(a) White Vitreous china Orissa pattern W.C, pan of size 580x440mm with integral type foot rests
447	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 15mm CP Brass single hole basin mixer
448	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception Of pipes and fittings.
449	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.
450	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 :(c) Oval shape 450x350 mm (outer dimensions)
451	Providing and fixing Toilet paper Holder: C.P Brass
452	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
453	Providing and fixing kitchen sink with C.I. brackets, C.P. brass chaln with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay sink of size 600x450x250 mm
454	Providing and fixing soil, waste and vent pipes 100mm dia: Sand cast iron S&S pipe as per IS: 1729.
455	Providing and fixing soil, waste and vent pipes 75mm dia sand cast iron S&S pipe as per IS: 1729.
456	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.
457	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 75 mm dia Sand cast iron S&S as per IS - 1729.
458	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.
459	Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mmSand cast iron S&S as per IS - 1729.
460	Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729.
461	Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729.
462	Providing and fixing trap of self-cleansing design with screwed down or hinged grating with or without vein arm complete, including cost Of cutting and making good the walls and floors with sand cast iron S&S as per ls:3989: (a) 100 mm inlet and 100 mm outlet
463	Providing and fixing PTMT Waste Coupling for wash basin and sink, Of approved quality and colour.
464	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
465	Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces: Water thinnable cement primer.
466	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
467	Wall painting with acrylic emulsion pain of approved brand and manufacture to give an even shade: Two or more coats on new work.
468	Applying priming coat: (a) With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)/ with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
469	Applying priming coat:(c) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
470	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
471	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ls: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 tank1000 litre capacity.
472	Providing and fixing chlorinated polyvjnyl 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 in spacing. This includes jointing Of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 20mm nominal outer dia Pipes.
473	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 , trnching, refilling & testing of joints complete as per direction of Engineer in charge.External work 25mm nominal outer dia.
474	Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore.
475	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : 15mm nominal bore.
476	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to ls standards and weighing not less than 810 gms. 15mm nominal bore.
477	Providing and fixing C.P. brass stop cock (concealed) Of standard design and Of approved make conforming to ls:8931.15mm nominal bore.
478	Septic Tank: Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
479	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
480	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(a)From ground level up to plinth level
481	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
482	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) (a) Mild steel and Medium Tensile steel bars
483	Centering and shuttering including strutting, propping etc. and removal ofworks for: 4.4. Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
484	Centering and shuttering including strutting, propping etc. and removal ofworks for: 4.3 Slabs, roofs, landings, balconies and access platform, shelves(using steel).
485	Reinforced cement concrete work in beams, slabs, 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 first flcor level, excluding the cost of centerlng, shuttering, finishing and reinforcement.M20 or 1 :1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
486	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
487	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level: M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
488	Providing and fixing soil, waste and vent pipes 100mm diaSand cast iron S&S pipe as per IS: 1729.
489	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.
490	Constructing soak pit 1.20xl.20xl.20 in filled with brickbats including S.W. drain pipe loo mm diameter and 1.20 in long complete as per standard design.
491	FENCING: Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
492	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
493	Coursed rubble masonry (first sort) with hard stone infoundation and plinth with: (a) Cement mortar 1 :6 (1 cement: 6 coarse sand)
494	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required) c. Thermo-Mechanically Treated bars
495	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in . a. With available excavated earth
496	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. Columns, Pillars, Piers, Abutments, Posts and struts (usingsteel).
497	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement:(b) M20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
498	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
499	Structural steel work in single section, fixed with or without per kg 117.00connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
500	20 mm cement plaster of mix(a) 1 :4 (1 cement: 4 fine sand)
501	Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces: Water thinnable cement primer.
502	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
503	Applying priming coat.(c) With ready mixed red oxide zinc chromate primer of approvedbrand and manufacture on steel work (second coat)
504	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
505	INTERNAL WIRING:Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Light point.
506	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Plug point
507	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Power Plug point.
508	Wiringin looping system with copper PVC cable 250/440 volt grade of size 1.5sqmm of approved quality using PVC casing capping including 5 amperes switch Indian best quality ceiling rose etc. capable to the highest point :Ceiling fan.
509	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
510	Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
511	Drawing of main and sub main line with DGSD approved VIR or PVC 250/440 Volts grade copper conductor in PVC casing complete with all accessories.(b) With 2x6mm2 Copper conductor
512	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 5/6 A switch.
513	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 5/16 A switch.
514	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 3 pin 5/6 A socket outlet.
515	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required: 6 pin 15/16 A socket outlet.
516	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required:3 module (100mmx75mm)
517	Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required: 6 module (100mmx75mm)
518	Supplying and fixing brass batten/ angle holder including connection etc as required.
519	Suppying and fitting of ceiling fan AC operated type 220/250 volt. Complete with 3 Nos of blades down rod canopy haning shackle & 30mm length of down rod supplied with the fan by the dealer but the extra length will be charged @ Rs 25.00/mtrs.(a) AC ceiling Fan \"600\"mm sweep
520	Supplying fittings and fixing complete heavy duty double break fuse switches- HBC fuse type in sheet enclosure 50 Hz.415V. 3 pole with Neutral (T.P.N)(a) 63Amp capacity
521	Supplying fitting and fixing of distribution board,ETPN DB\"s for MCB, Isolator, RCCB and RCBOA. IP 30-#1K 08 8 way (8 + 24)modules
522	Supplying and fixing of load Kontaket Miniature Circuit Breakers DX3 MCB\"s for AC application till 63A. Double pole 415 V (b) 6-32 Amp
523	Supplying fitting and fixingof DX3 Isolators for AC applications upto 125ADouble pole 240 V(c) 63Amp
524	Supplying fitting & fixing water pump set seperated by A.C. 3 phase 440 volt grade: 3 HP 3-Phase.
525	Supplying, fitting and fixing earthing with copper earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipeetc. with charcoal/ coke and salt etc complete as required
526	Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
527	Construction of Watch Tower at Stage-I Umiam Concrete Dam on the Left Bank
528	Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
529	Providing soling 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.b Stone soling(i) 100 mm
530	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
531	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)Thermo-Mechanically Treated bars
532	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)Mild steel and Medium Tensile steel bars.
533	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1. Foundations, footings, bases of columns, etc. for massconcrete (using steel).
534	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.4. Lintels, beams, plinth beams, girders, bressumers andcantilevers (using steel)
535	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.5. Columns, Pillars, Piers, Abutments, Posts and struts (usingsteel).
536	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.3 Slabs, roofs, landings, balconies and access platform, shelves(using steel).
537	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.6 4.6 Stairs/ spiral staircase, (excluding landings) (using timber)
538	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to plinth level with: 1:6 (1 cement : 6 coarse sand).
539	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:(b). M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
540	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor levelM20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
541	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
542	Providing and fixing hand rail of approved size bywelding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.c. G.I. pipes
543	15 mm cement plaster on the rough side of single or half brick.1:4 (1 cement: 4 fine sand).
544	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
545	Applying priming coat: With ready mixed red oxide zinc chromate primer Of approvedbrand and manufacture on steel galvanised iron/ steel works
546	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
547	Construction of Watch Tower at Stage-I Umiam Concrete Dam on the Right Bank
548	Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a.All kinds of soil (ordinary soiv hard soil/dense soil)
549	Providing soling 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.b Stone soling(i) 100 mm
550	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(b) 1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
551	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)Thermo-Mechanically Treated bars
552	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)Mild steel and Medium Tensile steel bars.
553	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1. Foundations, footings, bases of columns, etc. for massconcrete (using steel).
554	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.4. Lintels, beams, plinth beams, girders, bressumers andcantilevers (using steel)
555	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.5. Columns, Pillars, Piers, Abutments, Posts and struts (usingsteel).
556	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.3 Slabs, roofs, landings, balconies and access platform, shelves(using steel).
557	Centering and shuttering lncluding struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.6 4.6 Stairs/ spiral staircase, (excluding landings) (using timber)
558	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to plinth level with: 1:6 (1 cement : 6 coarse sand).
559	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:(b). M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
560	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor levelM20 or 1 :11/2:3 (1 cement: 11/2 coarse sand: 3 graded stoneaggregate 20 mm nominal size)
561	Brick work with common burnt clay modular ls\" class bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1 :6 (1 cement: 6 coarse sand).(b)Above plinth level up to first floor level
562	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.c. G.I. pipes
563	15 mm cement plaster on the rough side of single or half brick.1:4 (1 cement: 4 fine sand).
564	Finishing walls with textured exterior paint of required shade, including scaffolding: (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm
565	Applying priming coat: With ready mixed red oxide zinc chromate primer Of approvedbrand and manufacture on steel galvanised iron/ steel works
566	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(a) New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture)
567	High Mast Lighting Tower 15m Heighton the left bankat Umiam Concrete Dam
568	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections. PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx).Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised.
569	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
570	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
571	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels)
572	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely.
573	Supplying ,Erection,Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an average depth 3.65 m below the ground level including excavation of soil.
574	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection (standard make).
575	S&F 63A Kit Kat Fuse on wooden board.
576	Supply and fixing of 900 X 600 X 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
577	Erection,Testing and Commisioning of 15 Mtr High Mast System including all accessories completely.
578	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
579	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
580	Foundation:Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a) All kinds of soil (ordinary soiv hard soil/dense soil)
581	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)b) High Yield Strength Deformed bars or Tor Bars
582	Centering and shuttering lncludlng strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1 Foundations, footings, bases of columns, etc. for massconcrete (using steel)
583	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centering, shuttering, finishing and reinforcement- All work up to plinth level: a) M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
584	High Mast Lighting Tower 15m Heighton the Right Bankat Umiam Concrete Dam
585	Supply with Transportation to site of 15 metre High Mast with its accessoriesMast shaft shall be in three section, made from HT steel grade BSEN 10025,S335JO hot dip Galvanised and suitable for wind speed as per IS 875, with raising lowerings. It should also include accessories for High Mast inc. head frame steel wire rope (Grade AISI 316, tailing cable , double drum winch galvanised lantern carriage arrangement suitable for 12 Luminaries symmetricallyand its control gear box, motor, manual operating handle, motor mounting plate, L staper, Lightening arrester, Junction Box,Lightening finia, Luminaries wiring material, MCB in base compartment completely etc.:Specification:Height :- 15 metre in 3 sections. PCD = 460 mm (approx).Bottom diameter = 300mm(approx),Top Diameter = 150mm (Approx).Bottom Thickness = 4mm, Top Thickness = 3mm. Base Plate Diameter = 560mm, Thickness = 25mm. Door Size Opening Bottom = (1200 X 300 ) mm. Wire rope = 6mm (7/9 construction).Method of Operation = Manual and Motorised.
586	Supply of suitable galvanised foundation bolts manufactured from special steel along with nuts, washers, anchor & Templates Specifications:Foudation Bolt Diameter= 25 mm , Foundation Bolt Length = 1200 mm,Nos of Foundation Bolt = 12 Nos
587	Supply of complete LED Flood Light of ( 200 W each set) with 5 years waranty period (Crompton/Bajaj/Havels).
588	Supply of twin dome aviation obstruction lights of type (Crompton/Bajaj/Havels).
589	Supply of control panel housing having suitable control circuit for automatic, timely ON/OFF operation of the mast . It shall also consist of suitable control for the power tool motor completely
590	Supplying ,Erection,Testing and Commisioning of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil
591	Supplying and fixing double door MS feeder piller box with near the high mast with 63A, 450 TPN Main Switch on iron frame on wall and making connection ( standard make)
592	S&F 63A Kit Kat Fuse on wooden board
593	Supply and fixing of 900 x 600 x 300 mm Meter Box of minimum 1.6 mm G.I sheet with weather and dust proof, outdoor type having top canopy, sides having Louvers for ventilation, double door, locking arrangement, four legs of the meter box (G.I. flat 50x6x150mm) with 63 Amp, 220 volt, SP MCB-3nos. for isolation purpose & necessary assembling.
594	Erection, Testing and Commisioning of 15 Mtr High Mast System including all accessories completely.
595	Supplying and Drawing 4 core 35 sqm pvc insulated and scheated alluminium conductor armoured cable through underground.
596	Supplying and Drawing Main 3 Phase Line of 4 wire (4x16mm2 copper conducter) from Distribution Line with 3 Phase meter including Service Line Cable with all accesories completely as directed by the Engineer-in-Charge.
597	Foundation:Earthwork in excavation by Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils.a) All kinds of soil (ordinary soiv hard soil/dense soil)
598	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for Ft.C.C. work/ a.a. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)b) High Yield Strength Deformed bars or Tor Bars
599	Centering and shuttering lncludlng strutting, propping etc. and removal of form for all heights complcte and as directed by Engineer in charge. 4.1 Foundations, footings, bases of columns, etc. for massconcrete (using steel)
600	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centering, shuttering, finishing and reinforcement- All work up to plinth level: a) M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
601	Supply, installation, testing, commisioning, training of the proposed Digital signboard for umiam Stage- I Concrete Dam, Umiam.
602	Environmental LED Display : Size (6\" X 4\"), Pixel Pitch 10 mm (P10).
603	Farming and Fabrication
604	Automatic Weather Station: Data Logger, Temperature & Humidity Sensor, Rainfall, Water Level (50Metre), Water Temperature
605	Pole & Mounting Accessories
606	Delivery & Installation
607	1. All amounts shall be in Rupees.2. Use separate columns for each type of taxes. Other taxes means entry tax, octroi, exit tax or any other taxes as applicable.

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

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

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