Tender For Construction Of Indigenous Sports Complex In Senapati District, Senapati-Manipur

TDR : 44501915

Tender Notice
BOQ

Expired

Senapati , Manipur

Tender Brief : Tender For Construction Of Indigenous Sports Complex In Senapati District

Document Fees
₹ 10000 /-

EMD
₹ 1990000.0 /-

Tender Value
₹ 9.94 Crore /-

Submission Date
21-08-2024

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Gallery
2	EARTHWORK
3	Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
5	Supplying and filling in plinth with sandy soil under floors including, watering, ramming consolidating and dressing complete.
6	CONCRETE WORK
7	Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40 mm nominal size).
8	DAMP-PROOF COURSE
9	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
10	Boring, providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/ or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed(Length of the pile for payment shall be measured up to bottom of pile cap)
11	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All works up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
12	RE-INFORCED CEMENT CONCRETE WORK
13	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
14	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 upto floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
15	STEEL REINFORCEMENT
16	Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete up to plinth level and Above Plinth level a) Thermo-Mechanically Treated bars.
17	BRICKWORK
18	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand).
19	STONE WORK
20	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 Cement: 6 fine sand).
21	Coursed rubble masonry withhard stone (first or second sort)in superstructure above plinth level and upto floor five level.
22	FORMWORK
23	Centering and shuttering including strutting, propping etc. and removal of form for:
24	Foundation, footing, bases of columns etc. and mass concrete
25	Columns, Pillars, Piers, Abutments, Posts and Struts.
26	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
27	STEEL WORK
28	Providing and fixing in position collapsible steel shutters with vertical channels 20xl0x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
29	Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In grating, frames, guard bar, railing, brackets, gates and similar works.
30	Applying priming coat :- With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:-
31	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 suitableshade withordinary paint of approved brand and manufacture.
32	TENSILE ROOFING
33	Tensile membrane fabric providing, fabricating, assembling and erection of pre stressed Tensile membrane fabric structure in desired profile as per drawing, with type II, having aminimum weight of 950 g/sqm as per specification with a 15 years warranty etc.
34	FIRE FIGHTING
35	Supply and installation of ABC type fire extinguisher 4 kg
36	Supply and installation of CO2 type fire extinguisher
37	GREEN ROOM AREA
38	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
39	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
40	Supplying and filling in plinth with sandy soil under floors including, watering, ramming consolidating and dressing complete.
41	Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering in a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
42	Extra for providing and mixing water proofing materials in cement concrete work @1kg per 50 kg of cement
43	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
44	Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per sqm on damp-proof course after cleaning the surface with brushes and final with a piece of cloth lightly soaked in Kerosene oil.
45	Providing and layingin position specified grade of reinforced cement concreete excluding the cost of centering, shuttering, finishing and reinforcement -All work upto plinth level.
46	(a).1:1.5:3 (1 cement: 1.5 k/coarse sand: 3 graded stone aggregate 20 mm nominal size).
47	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
48	(b).1:1.5:3 (1 Cement : 1.5k/coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level
49	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
50	Boring, providing and installation bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M 25 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/ or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed(Length of the pile for payment shall be measured up to bottom of pile cap)
51	a). 450mm diameter piles
52	Reinforcement for R.C.C. work including straightening, cutting, bending, placingin position and binding all complete up to plinth level and Above Plinth level a) Thermo-Mechanically Treated bars
53	a) Thermo-Mechanically Treated bars.
54	Centering and shuttering including strutting, propping etc. and removal of form for:
55	(a)Foundations, footings, bases of columns, etc. for mass concrete.
56	(b)Lintels, beams, plinth beams, girders, bressumers and cantilevers.
57	(c ).Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick
58	(d) Columns, Pillars, Piers, Abutments, Posts and Struts.
59	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
60	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 4 (1 cement : 4 coarse sand)
61	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately : Local best quality Uningthou wood
62	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Local best quality Teak Wood
63	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
64	Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).
65	Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete :250x10 mm
66	Providing & fixing Brass handles with necessary screws etc. complete. 125 mm
67	Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.
68	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
69	Providing and laying Vitrified tiles in different sizes (thickness to be speciied by manufacturer), with water absorption less than 0.08% and conforming to IS :15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile -600 x600mm.
70	Providing and laying Polished Granite stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 : 4 (1 cement: 4 coarse sand) laid and pointing withcement slurry admixed with pigment of matching shade including rubbing, curing and polishingetc. all completeas specified and as directed by the Engineer -in - Charge. PolishedGranite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
71	12 mmcement plaster of mix : 1:4 (1 cement : 4 fine sand)
72	15 mm cement plaster on rough side of single or half brick wall of mix:-1:4 (1 cement : 4 fine sand)
73	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster
74	Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade:-
75	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
76	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
77	Applying priming coat :-With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
78	Applying priming coat :- With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:-
79	Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
80	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
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 suitableshade withordinary paint of approved brand and manufacture.
82	WATER SUPPLY & SANITARY INSTALLATION
83	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
84	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
85	One urinal basin with 5 litre white P.V.C. automatic flushing cistern
86	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
87	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:-
88	(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass
89	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
90	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
91	Flexible pipe
92	32 mm dia
93	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
94	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan
95	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
96	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia
97	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
98	Providing and fixing toilet paper holder: C.P. brass
99	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.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
100	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
101	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
102	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia
103	Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia
104	b).75mm dia
105	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall
106	Internal work - Exposed on wall
107	25 mm diameters
108	32 mm diameter
109	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall
110	15 mm
111	20 mm
112	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore
113	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.
114	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore.
115	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
116	15 mm nominal bore
117	25 mm nominal bore.
118	Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks
119	Care Taker Quarter
120	EARTH WORKS:
121	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
122	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
123	Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
124	Providing and laying cement concrete in foundation & plinth excluding the cost of centering & shuttering.
125	1:4:8 (1 Cement:4 coarse sand:8 graded stone aggregate: 40 mm nominal size)
126	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
127	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth..
128	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:
129	(a).1:1.5:3 (1 Cement : 1.5 coarse sand :3graded stone aggregate 20 mm nominal size).
130	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size).
131	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
132	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars.
133	FORMWORK
134	Centering and shuttering including strutting, propping etc. and removal of form for:
135	Foundations, footings, bases of columns, etc. for mass concrete
136	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
137	Columns, Pillars, Piers, Abutments, Posts and Struts.
138	Stairs, (excluding landings) except spiral-staircases.
139	BRICKWORK
140	Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6(1 cement: 6 coarse sand)
141	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level inin cement mortar 1:3 ( 1 cement : 3 c/sand )
142	Brick edging 7cm wide 11.4cm deep to plinth protection with Ist class common burnt clay F.P.S. (non modular) bricks including grouting with cement mortar 1:4 (1 cement: 4 fine sand).
143	WOODWORK
144	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Uningthou wood
145	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Local best quality Tolhao wood
146	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.
147	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
148	Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).
149	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
150	250 x 10 mm
151	Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
152	125 mm
153	STEEL WORK
154	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.
155	In M.S. Flat/Plate
156	In channel, angles & tees.
157	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size
158	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of stepts , over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqmincluding grouting the joint with white cement & matching pigments etc. complete.
159	Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey, Fume Red,, Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
160	Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with :
161	Raj Nagar plain.
162	60 x 60 cm
163	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar.
164	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with
165	Precoated galvanised iron profile sheets0.50 mm thick
166	Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm).
167	Precoated galvanised iron profile sheets0.50 mm thick
168	Steel work in built up tubular(round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete. Electric resistance or induction butt welded tubes.
169	Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections, power pressed from M.S. sheet and galvanised with zinc coating of 120 gms/ sqm (both sided inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm diax50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x25x0.55mm of required length with nuts and bolts of required size and the other end of the angle hanger fixed with intermediate G.I. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre, with 25mm long drive-all screws @ 230mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishng to a flush finish of tapered and square edges of the board with recommended jointing compound,jointing tapes, finishing with jointing compund in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board,all as per manufacturer\"s specification and also including the cost of making openings for light fittings, grills, diffusers,cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, and specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I,
170	12 mm cement plaster 1:4(1 cement:4 finesand).
171	15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:4 coarsesand).
172	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer.
173	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
174	Finishing walls with textured exterior paint of required shade:
175	New work (Two or more coat applied @ 3.28 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm)
176	Applying priming coat :- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
177	Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
178	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
179	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.
180	EAVE BOARD
181	Providing and fixing 20mm plank as eave board with.
182	Uningthou wood.
183	Applying priming coat :- With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
184	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
185	WATER SUPPLY & SANITARY INSTALLATION
186	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
187	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
188	One urinal basin with 5 litre white P.V.C. automatic flushing cistern
189	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
190	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:-
191	(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass
192	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
193	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
194	Flexible pipe
195	32 mm dia
196	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
197	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan
198	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
199	Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia
200	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
201	Providing and fixing toilet paper holder: C.P. brass
202	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.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
203	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
204	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
205	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia
206	Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia
207	b).75mm dia
208	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall
209	Internal work - Exposed on wall
210	25 mm diameters
211	32 mm diameter
212	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall
213	15 mm
214	20 mm
215	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore
216	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore
217	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore
218	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
219	15 mm nominal bore
220	25 mm nominal bore.
221	Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks
222	Public Toilet
223	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
224	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
225	Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
226	CONCRETE WORK :
227	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level:
228	1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
229	1:5:10 ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
230	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
231	Extra for providing and mixing water proofing material in cement concrete work @1 kg per 50 kg of cement.
232	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
233	RCC WORK
234	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
235	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
236	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
237	1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
238	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
239	Form Work
240	Centering and shuttering including strutting, propping etc. and removal of form for:
241	(a)Foundations, footings, bases of columns, etc. for mass concrete.
242	(d)Suspended floors, roofs, landings, balconies and access platform, with water proof ply 12mm thick.
243	(b)Lintels, beams, plinth beams, girders, bressumers and cantilevers.
244	(c)Columns, Pillars, Piers, Abutments, Posts and Struts.
245	Edges of slabs and breaks in floors and walls.Under 20 cm wide
246	Reinforcement for R.C.C. work including straightening, cutting, bending,placingin position and binding all complete. Above Plinth level.Thermo-Mechanically Treated bars
247	BRICK WORK
248	Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
249	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in
250	Cement mortar 1 : 3 (1 cement : 3 coarse sand)
251	Brick edging 7cm wide 11.4cm deep to plinth protection with Ist class common burnt clay F.P.S. (non modular) bricks including grouting with cement mortar 1:4 (1 cement: 4 fine sand).
252	WOOD WORK
253	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Uningthou wood
254	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Local best quality Tolhao wood. .35 mm thick shutters
255	Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area ofopening for glass panes excluding portion inside rebate shall be measured).
256	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
257	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
258	250x10 mm
259	100x10 mm
260	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
261	125 mm
262	75 mm
263	FLOORING
264	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete.Marble tiles (polished) Raj Nagar.
265	8 mm thick.
266	Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with :
267	RAJ NAGAR PLAIN
268	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of size
269	Size of Tile 600 x 600 mm
270	Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours White, Ivory, Grey, Fume Red,, Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
271	12 mm cement plaster of mix: : 1:4 (1 cement: 4 coarse sand)
272	15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
273	1:4 (1 cement: 4 fine sand)
274	6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand)
275	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
276	New work (two or more coats) over and including priming coat with cement primer:-
277	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
278	Finishing walls with water proofing cement paint of required shade :
279	New work (Two or more coats applied @ 3.84 kg/10 sqm)
280	Applying priming coat:-
281	With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
282	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
283	Two or more coats on new work
284	SANITARY INSTALLATIONS
285	Providingand fixing water closet squatting pan (Indian type W.C. pan ) with 100 mmsand cast Iron P or S trap, 10 litre low levelwhiteP.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
286	White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests
287	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
288	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively withutomatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
289	One urinal basin with 5 litre white P.V.C. automatic flushing cistern
290	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
291	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings :
292	Flat back wash basin of size 630x450 mm
293	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
294	Flexible pipe
295	32 mm dia
296	Providing and fixing 100 mm sand cast Iron grating for gully trap.
297	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
298	Providing and fixing UPVC soil, waste, rain water and vent pipes includingall requisite fittings, jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in charge. a).110mm dia
299	b).75mm dia
300	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. Pan
301	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
302	Providing and fixing toilet paper holder: C.P. brass
303	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.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms.
304	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.Internal work - Exposed on wall
305	Internal work - Exposed on wall
306	25 mm diameters
307	32 mm diameter
308	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cuttingand making good the walls etc.external work - Exposed on wall
309	15 mm
310	20 mm
311	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.complete : 25 to 40 mm nominal bore
312	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore
313	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. : 15 mm Nominal bore
314	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
315	15 mm nominal bore
316	25 mm nominal bore.
317	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
318	Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. A)1000 litres net capacity storage tanks
319	Construction of Septik Tank 1 (20 user)
320	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
321	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
322	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
323	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:
324	1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).
325	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
326	(a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level
327	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars.
328	Centering and shuttering including strutting, propping etc. and removal of form for:
329	(a).Foundation, footing, bases of columns etc. and mass concrete.
330	b).Suspended floors, roofs, landings, balconies and access platform.
331	c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
332	Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty)
333	Construction of Septik Tank 2 (20 user)
334	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
335	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
336	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
337	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:
338	1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).
339	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
340	(a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level
341	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars.
342	Centering and shuttering including strutting, propping etc. and removal of form for:
343	(a).Foundation, footing, bases of columns etc. and mass concrete.
344	b).Suspended floors, roofs, landings, balconies and access platform.
345	c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
346	Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty)
347	Construction of Septik Tank 3 (20 user)
348	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
349	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
350	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:a).1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size)
351	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:
352	1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).
353	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :
354	(a).1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size).Uptofloor five level
355	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level .a) Thermo-Mechanically Treated bars.
356	Centering and shuttering including strutting, propping etc. and removal of form for:
357	(a).Foundation, footing, bases of columns etc. and mass concrete.
358	b).Suspended floors, roofs, landings, balconies and access platform.
359	c).Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
360	Providing and fixing C.I. Cover frame (for manhole and chambers).a).600 mm x 450 mm (heavy duty)
361	Main Gate 1
362	EARTHWORK
363	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
364	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
365	CONCRETE WORK
366	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
367	DAMP-PROOF COURSE
368	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
369	RE-INFORCED CEMENT CONCRETE WORK
370	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :(a) 1:1.5:3(1 Cement : 1.5coarse sand :3 graded stone aggregate 20 mm nominal size).
371	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
372	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size).
373	STEEL REINFORCEMENT
374	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars.
375	BRICKWORK
376	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 3 (1 cement : 3 coarse sand)
377	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces.
378	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Uningthou wood
379	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Local best qualityTeak wood
380	Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete :
381	200 x 10 mm
382	150 x 10 mm
383	Providing and fixing bright finished brass handles with screws etc. complete :
384	125mm
385	100 mm
386	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
387	FORMWORK
388	Centering and shuttering including strutting, propping etc. and removal of form for:
389	(a) Foundation,footings,bases of columns etc.and mass concrete
390	Columns, Pillars, Piers, Abutments, Posts and Struts.
391	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
392	FLOORING
393	52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 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 is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
394	Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : Raj Nagar plain.
395	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar.
396	ROOFING AND CEILING:
397	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with Precoated galvanised iron profile sheets0.50 mm thick
398	Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm): Precoated galvanised iron profile sheets0.50 mm thick
399	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete.
400	FINISHING
401	12 mm cement plaster 1:4(1 cement:4 finesand).
402	15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:3Finesand).
403	Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
404	Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
405	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
406	Main Gate 2
407	EARTHWORK
408	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
409	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
410	CONCRETE WORK
411	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level:1:4:8 ( 1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
412	DAMP-PROOF COURSE
413	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
414	RE-INFORCED CEMENT CONCRETE WORK
415	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :(a) 1:1.5:3(1 Cement : 1.5coarse sand :3 graded stone aggregate 20 mm nominal size).
416	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
417	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : (a)1:1.5:3(1 Cement : 1.5 k/coarse sand :3 graded stone aggregate 20 mm nominal size).
418	STEEL REINFORCEMENT
419	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level & above plinth lvl .a) Thermo-Mechanically Treated bars.
420	BRICKWORK
421	Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricksin superstructure above plinth level upto floor V level in Cement mortar 1 : 3 (1 cement : 3 coarse sand)
422	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces.
423	Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :Local best quality Uningthou wood
424	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :(a) Local best qualityTeak wood
425	Providing and fixing bright finished brass towerbolts (barrel type)with necessary screws etc. complete :
426	200 x 10 mm
427	150 x 10 mm
428	Providing and fixing bright finished brass handles with screws etc. complete :
429	125mm
430	100 mm
431	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
432	FORMWORK
433	Centering and shuttering including strutting, propping etc. and removal of form for:
434	(a) Foundation,footings,bases of columns etc.and mass concrete
435	Columns, Pillars, Piers, Abutments, Posts and Struts.
436	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
437	FLOORING
438	52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 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 is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
439	Marble stone flooring with18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with : Raj Nagar plain.
440	Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar.
441	ROOFING AND CEILING:
442	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with Precoated galvanised iron profile sheets0.50 mm thick
443	Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Ridges plain (500 - 600mm): Precoated galvanised iron profile sheets0.50 mm thick
444	Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete.
445	FINISHING
446	12 mm cement plaster 1:4(1 cement:4 finesand).
447	15 mm cement plaster on rough side of single or half brick wall of mix:- (1 cement:3Finesand).
448	Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
449	Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to preparethe surface even and smooth complete.
450	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
451	Water Reservoir
452	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
453	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m..
454	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - a) 1:4:8 (1 Cement: 4coarse sand : 8 graded stone aggregate 40 mm nominal size)
455	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : a) 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
456	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 upto floor five level excluding cost of centering,shuttering, finishing and reinforcement : 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
457	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
458	Centering and shuttering including strutting, propping etc. and removal of form for:
459	Foundations, footings, bases of columns, etc. for mass concrete.
460	Suspended floors, roofs, landings, balconies and access platform.
461	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
462	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.Thermo-Mechanically Treated bars
463	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : a) Cement mortar 1 : 3 (1 cement : 3 coarse sand)
464	15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :a).1:3(1 cement: 3 fine sand)
465	Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.a),40mm thick with 20mm nominal size stone aggregate.
466	Construction of Retaining Wall (3m ht)
467	EARTH WORKS
468	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
469	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
470	CONCRETE WORK :
471	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
472	a) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
473	b) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
474	FORM WORKS
475	Centering and shuttering including strutting, propping etc. and removal of form for:
476	a) Foundations, footings, bases of columns, etc. for mass concrete.
477	Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand)
478	Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.
479	STONE WARE PIPES AND FITTINGS
480	Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall with 100mm dia ac pipe, extending through the full width of the structure with slope of 1V:20H towards foce complete as per drawing and technical specifications.
481	Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material
482	Construction of Retaining Wall (4m ht)
483	EARTH WORKS
484	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil.
485	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
486	CONCRETE WORK :
487	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
488	1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
489	1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
490	FORM WORKS
491	Centering and shuttering including strutting, propping etc. and removal of form for:
492	Foundations, footings, bases of columns, etc. for mass concrete.
493	Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with :Cement mortar 1:6(1 cement: 6 coarse sand)
494	Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like.
495	STONE WARE PIPES AND FITTINGS
496	Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall with 100mm dia ac pipe, extending through the full width of the structure with slope of 1V:20H towards foce complete as per drawing and technical specifications.
497	Backfilling behind theabutments, wing walls and return wall complete as per drawing and Technical specification. A0 Granular material
498	SITE DEVELOPMENT
499	a) Ground Development
500	Excavation in hill Area in soil by manual means( Excavation in soil in hilly area by manual means including cutting and treming of sides slops and disposing of excavated earth with all lift and lead upto 1000 m.)

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Tender For Construction Of Indigenous Sports Complex In Senapati District, Senapati-Manipur

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