Renovation And Alteration Of Bd Ii Office Complex At Sanjenthong Officers Colony, Sanjenthong Officers Colony-Manipur

TDR : 27782162

Tender Notice
Corrigendum Details
BOQ

Expired

Sanjenthong Officers Colony , Manipur

Tender Brief : Corrigendum : Renovation And Alteration Of Bd Ii Office Complex At Sanjenthong Officers Colony

Document Fees
₹ 10000 /-

EMD
₹ 230500.0 /-

Tender Value
₹ 1.15 Crore /-

Submission Date
30-06-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	31-05-2021	Extention of time	Date	30-06-2021
2	12-05-2021	Time Extension	Date	31-05-2021

Name of Work: Renovation & Alteration of BD-II Office complex at Sanjenthong Officer's Colony.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	0.1	(SH:- Renovation of Main Office )	BI01010001010000000000000515BI0100001112
2	1	Renewing dry oil bound distempering by scraping & preparing surface smooth i/c necessary repairs to scratches etc.	BI01010001010000000000000515BI0100001113	822.02	sqm
3	2	Dismantling old plaster or skirting raking out & cleaning the surface for re-plaster i/c disposal of rubbish within 50 metres	BI01010001010000000000000515BI0100001114	318.73	sqm
4	3	Dismantling doors, windows and clerestory windows ventilators etc.(wood or steel) shutters including choukhats, architraves, holdfasts and other attachment etc. complete and stacking them within 50 m lead. (i) Not exceeding 3 sqm in area.	BI01010001010000000000000515BI0100001115	11	Each
5	4	Half brick masonary 2 nd class (local first class) in cement mortar 1:3 (1 cement: 3 coarse sand) in Superstructure. above plinth (floor one level) to floor two level	BI01010001010000000000000515BI0100001116	49.21	Sqm
6	5	15 mm cement plaster 1:3 (1 cement : 3 coarse sand)	BI01010001010000000000000515BI0100001117	102.81	Sqm
7	6	20 mm cement plaster 1:3 (1 cement : 3 Coarse sand)	BI01010001010000000000000515BI0100001118	318.73	sqm
8	7	Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.	BI01010001010000000000000515BI0100001119	1.24	Cum
9	8	Extra for cutting steel bars in R.C.C. or R.B. work (sectional area of R.C.C. or R.B. work to be measured).	BI01010001010000000000000515BI0100001120	1.24	Sqm
10	9	Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in (i) Flat surface such as suspended floor, roofs landings and the like (i) floors etc. upto 200 mm in thickness	BI01010001010000000000000515BI0100001121	10.95	Sqm
11	10	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (i) Thermo-Mechanically Treated bars	BI01010001010000000000000515BI0100001122	225.55	Kg
12	11	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001123	1.64	cum
13	12	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	BI01010001010000000000000515BI0100001124	924.83	Sqm
14	13	Applying one coat of cement primer of approved quality on wall surface.	BI01010001010000000000000515BI0100001125	1243.56	Sqm
15	14	Painting (two or more coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade.	BI01010001010000000000000515BI0100001126	924.83	Sqm
16	15	Finishing walls weather shield paint of approved quality on new work(three or more coats) to give even shade.	BI01010001010000000000000515BI0100001127	318.73	sqm
17	16	Demolition above G.L.upto floor two level including disposal of unserviceable materials with 50 m lead Unreinforced cement concrete upto 15 cm. thickness.	BI01010001010000000000000515BI0100001128	2.7	cum
18	17	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorbsin less than 0.08 % and conforming to IS 15622 of approved make in ll colours & shade in skirting, risers of steps over 12 mm. thick bed of cement mortar 1:3 (1 cement: 3 Coarse sand) including grouting the joint with white cement & matching pigments etc. complete. b) Size of tile 600 x 600 mm (Double charged)	BI01010001010000000000000515BI0100001129
19	17.1	i) Branded.	BI01010001010000000000000515BI0100001131	107.83	sqm
20	18	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position (i) Local best quality Uningthou wood.	BI01010001010000000000000515BI0100001132	1.47	cum
21	19	P/F 50 mm. thick paneled glazed or paneled and glazed shutters for doors and windows, c/ windows i/c bright finished or black enameled M.S. iron butt hinges with necessary screws. A) Local best quality Teak wood.	BI01010001010000000000000515BI0100001133	31.8	Sqm
22	20	Applying ready mixed priming coat pink primer of approved quality on wood work.	BI01010001010000000000000515BI0100001134	115.43	Sqm
23	21	Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade.	BI01010001010000000000000515BI0100001135	115.43	Sqm
24	22	Removal of old broken glass panes (any thickness of size quality or description) from wood frames fixed with beads or putty.	BI01010001010000000000000515BI0100001136	202	each
25	23	Fixing/Refixing of old glass panes with old wooden beads (excluding of beads & glass panes)	BI01010001010000000000000515BI0100001137	52.81	Sqm
26	24	Dismantling cement asbestos celotex/hard board in ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead (frame work such as joists beams to be measured and paid separately).	BI01010001010000000000000515BI0100001138	130.54	Sqm
27	25	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre,	BI01010001010000000000000515BI0100001139
28	25.1	one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having	BI01010001010000000000000515BI0100001140
29	25.2	flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm 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 finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound 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, specification and direction of the Engineer in Charge but excluding the cost of painting with :	BI01010001010000000000000515BI0100001141
30	25.3	Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-tapered and backed by acoustical tissue with NRC value not less than 0.60.charge and as per manufacturer's specification, with all 4 side	BI01010001010000000000000515BI0100001142	130.54	sqm
31	26	12 mm cement plaster 1:3 (1 cement : 3 Coarse sand) finished with a floating coat of neat cement.	BI01010001010000000000000515BI0100001143	20.29	sqm
32	27	Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.	BI01010001010000000000000515BI0100001144	1	EACH
33	28	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, 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: \nWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests	BI01010001010000000000000515BI0100001145	2	EACH
34	29	Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 1) Flat back wash basin of size 630 x450 mm.	BI01010001010000000000000515BI0100001146	3	Each
35	29.1	Land Development of Courtyard :	BI01010001010000000000000515BI0100001147
36	30	Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead. Unreinforced cement concrete upto 15 cm thickness.	BI01010001010000000000000515BI0100001148	89.73	cum
37	31	Earth work in rough excavation banking excavated earth in layer not exceeding 20 cm depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammer & rolling every third and topmost layer with power roller or minimum 8 tonne & dressing up embankment for roads, flood banks, guide banks, marginal banks & filling up ground depression lift up to 1.5 m and with an average lead upto Imphal.	BI01010001010000000000000515BI0100001150
38	31.1	(d) Hard / Dense soil.( Without road roller )	BI01010001010000000000000515BI0100001151	83.16	cum
39	32	Providing, laying, spreading and compacting granular base / sub-base according to lines grades & cross sections by using naturally occurred sand gravel / conforming to IRC Grading – II of MOST specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm. (Spread thickness) i / c rolling of the road surface to proper level & grades 30 cm. Width edging on both sides etc. complete as directed by Engineer-in-charge.	BI01010001010000000000000515BI0100001152	83.16	cum
40	33	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering. 1: 2: 4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20 mm. nominal size.	BI01010001010000000000000515BI0100001153	69.3	cum
41	33.1	Brick Line Drain	BI01010001010000000000000515BI0100001154
42	34	Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil.	BI01010001010000000000000515BI0100001155	56.16	cum
43	35	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering. (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size).	BI01010001010000000000000515BI0100001156	11.23	cum
44	36	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering. 1: 2: 4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20 mm. nominal size.	BI01010001010000000000000515BI0100001157	3.37	cum
45	37	2nd Class (Local first class) brick work in foundation & plinth with cement mortar 1:4 (1 cement: 4 Coarse sand).	BI01010001010000000000000515BI0100001158	22.46	Sqm
46	38	15 mm cement plaster 1:3 (1 cement : 3 fine sand).	BI01010001010000000000000515BI0100001159	123.55	Sqm
47	39	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.	BI01010001010000000000000515BI0100001160	8.99	cum
48	39.1	Renovation of Caretaker Quarter.	BI01010001010000000000000515BI0100001161
49	40	Dismantling old plaster or skirting raking out & cleaning the surface for re-plaster i/c disposal of rubbish within 50 metres	BI01010001010000000000000515BI0100001162	136.38	sqm
50	41	15 mm cement plaster 1:3 (1 cement : 3 Coarse sand).	BI01010001010000000000000515BI0100001163	117.06	Sqm
51	42	15 mm cement plaster 1:3 (1 cement : 3 Coarse sand) with a floating coat of neat cement.	BI01010001010000000000000515BI0100001164	19.32	Sqm
52	43	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	BI01010001010000000000000515BI0100001165	117.06	Sqm
53	44	Applying one coat of cement primer of approved quality on wall surface.	BI01010001010000000000000515BI0100001166	117.06	Sqm
54	45	Painting (two or more coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade.	BI01010001010000000000000515BI0100001167	117.06	Sqm
55	46	Finishing walls weather shield paint of approved quality on new work (three or more coats) to give even shade.	BI01010001010000000000000515BI0100001168	72.48	Sqm
56	47	Applying ready mixed priming coat pink primer of approved quality on new wood work.	BI01010001010000000000000515BI0100001169	29.16	Sqm
57	48	Painting two coats (excluding priming coat) with chocolate, red, grey or buff paint of approved quality on new steel or wood work.	BI01010001010000000000000515BI0100001170	29.16	Sqm
58	49	Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead. Unreinforced cement concrete upto 15 cm thickness.	BI01010001010000000000000515BI0100001171	51.29	Cum
59	50	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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. a) Size of tile 600 x 600 mm (Single charged) ii) Branded.	BI01010001010000000000000515BI0100001173	51.29	Sqm
60	51	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorbsin less than 0.08 % and conforming to IS 15622 of approved make in ll colours & shade in skirting, risers of steps over 12 mm. thick bed of cement mortar 1:3 (1 cement: 3 Coarse sand) including grouting the joint with white cement & matching pigments etc. complete. a) Size of tile 600 x 600 mm (Single charged) ii) Branded.	BI01010001010000000000000515BI0100001174	10.83	Sqm
61	52	Southern Shed :	BI01010001010000000000000515BI0100001175
62	53	Dismantling wood work wrought framed and fixed in frames, other frames and trusses of span up to 10 m and height between ridge and floor level upto 5 m including stacking the materials within 50m lead.	BI01010001010000000000000515BI0100001176
63	53.1	Sectional area under 40 sq.cm.	BI01010001010000000000000515BI0100001177	1.14	Cum
64	54	Dismantling sheet roofing including ridges, hips, valleys, gutters etc. stacking the serviceable materials and disposal of unserviceable materials within 50 m lead. G.I. sheet roofing	BI01010001010000000000000515BI0100001178	72.17	sqm
65	55	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres. \nA.Hard dense soil	BI01010001010000000000000515BI0100001179	7.35	cum
66	56	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidatingeach deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.	BI01010001010000000000000515BI0100001180	2.27	cum
67	57	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering.\n(a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).\n	BI01010001010000000000000515BI0100001181	1.23	cum
68	58	Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (all work upto plinth level) b) 1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. nominal size).	BI01010001010000000000000515BI0100001182	3.57	cum
69	59	Providing form work i /c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in	BI01010001010000000000000515BI0100001183
70	59.1	(a) Foundation, footings, bases of columns etc. and mass concrete.	BI01010001010000000000000515BI0100001184	19.61	sqm
71	59.2	(g) i. Columns, pillars, posts and struts (square, rectangular or polygon in plan).	BI01010001010000000000000515BI0100001185	18	sqm
72	60	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (i) Thermo-Mechanically Treated bars	BI01010001010000000000000515BI0100001186	315.8	kg
73	61	2nd Class (Local first class) brick work in foundation & plinth with cement mortar 1:3 (1 cement: 3 Coarse sand).	BI01010001010000000000000515BI0100001187	8.58	cum
74	62	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:2079) welded and bolted including special shape washer etc. complete. (a) Electric resistant welded tube (Conforming to IS:1611-1979)	BI01010001010000000000000515BI0100001188	1884.85	kg
75	63	Supplying H.D. bolts 1.68 m long with 16 mm dia iron rod & 12 mm X 12 mm base plate for fixing post plate or wall plate i/c. cost of nuts.	BI01010001010000000000000515BI0100001189	48	each
76	64	Applying ready mixed priming coat (Red lead primer of approved quality) on steel work.	BI01010001010000000000000515BI0100001190	56.27	Sqm
77	65	Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on wood work to give an even shade.	BI01010001010000000000000515BI0100001191	56.27	Sqm
78	66	Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses.Pre painted Galvanized Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm	BI01010001010000000000000515BI0100001192	70.24	sqm
79	66.1	G+1 Garage and staff room	BI01010001010000000000000515BI0100001194
80	67	Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.	BI01010001010000000000000515BI0100001196
81	67.1	R.C.C. work	BI01010001010000000000000515BI0100001197	1.08	cum
82	67.2	R.B. work	BI01010001010000000000000515BI0100001198	5	cum
83	67.3	Extra for every additional 1 m depth. a) R.C.C. work	BI01010001010000000000000515BI0100001199	10	Cum
84	68	Demolition above G.L. upto floor two level including disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.	BI01010001010000000000000515BI0100001200
85	68.1	a) R.C.C. work	BI01010001010000000000000515BI0100001201	1.3	Cum
86	69	Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.	BI01010001010000000000000515BI0100001202	3.97	cum
87	70	Dismantling wooden trellis work in partition including frame work and stacking of serviceable materials within 50 m lead.	BI01010001010000000000000515BI0100001203	57.98	sqm
88	71	Dismantling sheet roofing including ridges, hips, valleys, gutters etc. stacking the serviceable materials and disposal of unserviceable materials within 50 m lead.	BI01010001010000000000000515BI0100001204
89	71.1	G.I. sheet roofing	BI01010001010000000000000515BI0100001205	117.5	Sqm
90	72	Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead.	BI01010001010000000000000515BI0100001206
91	72.1	Unreinforced cement concrete upto 15 cm thickness.	BI01010001010000000000000515BI0100001207	14.53	cum
92	73	Dismantling wood work wrought framed and fixed in frames, other frames and trusses of span up to 10 m and height between ridge and floor level upto 5 m including stacking the materials within 50m lead.	BI01010001010000000000000515BI0100001208
93	73.1	Sectional area under 40 sq.cm.	BI01010001010000000000000515BI0100001209	1.52	Cum
94	74	Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil. \n	BI01010001010000000000000515BI0100001210	90.44	cum
95	75	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.	BI01010001010000000000000515BI0100001211	59.41	cum
96	76	Filling with sandy soil under floors including watering, ramming, consolidating and dressing complete .	BI01010001010000000000000515BI0100001212	86.76	cum
97	77	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering. (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size).\n	BI01010001010000000000000515BI0100001213	25.16	cum
98	78	Reinforcement for RCC work i/cbending, binding and placing in position complete. (a) Thermo-mechanically treated bars steel bars.	BI01010001010000000000000515BI0100001214	17933.4	kg
99	79	Providing form work i /c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in	BI01010001010000000000000515BI0100001215
100	79.1	a) Foundation, footing, bases of columns etc. and mass concrete.	BI01010001010000000000000515BI0100001216	68.21	Sqm
101	79.2	(b) Columns, pillars, post and struts (square, rectangular or polygon in plan).	BI01010001010000000000000515BI0100001217	176.42	Sqm
102	79.3	(c) Sides and soffits of beams, beam haunching, cantilevers, girders bressumers and lintel (Not exceeding 1.0 m. in depth).	BI01010001010000000000000515BI0100001218	344.14	Sqm
103	79.4	(d) Flat surface such as suspended floors upto 200 mm. thickness.	BI01010001010000000000000515BI0100001219	423.6	Sqm
104	79.5	(e Edges of slabs and bricks in floors and walls. (Under 20 cm. Wide).	BI01010001010000000000000515BI0100001220	168.85	Rm
105	80	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering and reinforcement. All work up to plinth level. (A) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001221	12.76	cum
106	81	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string Coarses, fillets, columns, pillars, piers, abutment, posts and struts upto floor two level excluding the cost of centering, shuttering finishing. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).	BI01010001010000000000000515BI0100001222	17.65	cum
107	82	Reinforced cement concrete work in beams, suspended floors, roof having slope up to 15 degree landing balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of shuttering and reinforcement. with (a) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).	BI01010001010000000000000515BI0100001223	106.3	cum
108	83	2nd Class (Local first class) brick work in foundation & plinth with cement mortar 1:3 (1 cement: 3 Coarse sand).	BI01010001010000000000000515BI0100001224	15.33	cum
109	84	2 nd class (local first class) brick work in superstructure with cement mortar 1:3 (1 cement: 3 Coarse sand). (Rectangular Column)	BI01010001010000000000000515BI0100001225	27.76	cum
110	85	Half brick masonry 2 nd class (local first class) in cement mortar 1:3 ( 1 cement: 3 Coarse sand) in Superstructure.	BI01010001010000000000000515BI0100001226	29.73	Sqm
111	86	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position Local best quality Teak wood.	BI01010001010000000000000515BI0100001227	6.72	cum
112	87	P/F 50 mm. thick paneled glazed or paneled and glazed shutters for doors and windows, c/ windows i/c bright finished or black enameled M.S. iron butt hinges with necessary screws. A) Local best qualityTeak wood.	BI01010001010000000000000515BI0100001228	85.86	Sqm
113	88	Providing & fixing MS round Providing & fixing MS round or square bars at required spacing in windows frame of window & c / window.	BI01010001010000000000000515BI0100001229	488.22	kg
114	89	Providing and fixing Brass sliding bolts bright finished or/and black enameled with nuts and screws etc, complete. a). 300 x 16 mm.	BI01010001010000000000000515BI0100001230	11	Each
115	90	Providing and fixing Aluminium Tower bolts (barrel type) with screws etc. complete	BI01010001010000000000000515BI0100001231
116	90.1	(A). 250 x 10 mm.	BI01010001010000000000000515BI0100001232	22	Each
117	90.2	(B). 150 x 10 mm.	BI01010001010000000000000515BI0100001233	174	Each
118	91	Providing and fixing Aluminium handles with necessary screws etc. complete. a) 125 mm.	BI01010001010000000000000515BI0100001234	128	Each
119	92	Providing and fixing M.S. Hooks & eyes a) 150 mm.	BI01010001010000000000000515BI0100001235	117	Each
120	93	40 mm. cement concrete flooring 1:2:4 (1 cement: 2 Coarse sand: 4 stone aggregate 20 mm. & down gauge finished with a floating coat of neat cement.	BI01010001010000000000000515BI0100001236	52.11	Sqm
121	94	Granite stone slab flooring over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 Coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with (B) Granite stone slab 20 mm thick. (i) Jade Black (60 x 120) cm.	BI01010001010000000000000515BI0100001237	47.81	Sqm
122	95	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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. b) Size of tile 600 x 600 mm (Double charged) (i) ii) Branded.	BI01010001010000000000000515BI0100001238	183.86	Sqm
123	96	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorbsin less than 0.08 % and conforming to IS 15622 of approved make in ll colours & shade in skirting, risers of steps over 12 mm. thick bed of cement mortar 1:3 (1 cement: 3 Coarse sand) including grouting the joint with white cement & matching pigments etc. complete. b) Size of tile 600 x 600 mm (Double charged) i) Branded.	BI01010001010000000000000515BI0100001239	21.79	Sqm
124	97	Providing and l;aying rectified (Non skid) glazed ceramic floor tiles 300 x 300 mm or more (thickness to be specified by manufacturer) of Ist 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 grouting the joint with white cement & matching pigments etc. complete.	BI01010001010000000000000515BI0100001240	6.5	Sqm
125	98	White glazed tiles 10 mm. thick in skirting, risers of steps, & dado on a bed of 12 mm. thick cement mortar 1:3 (1 cement: 3 Coarse sand) and jointed with white cement slurry.	BI01010001010000000000000515BI0100001241	40.49	Sqm
126	99	15 mm cement plaster 1:3 (1 cement : 3 Coarse sand).	BI01010001010000000000000515BI0100001242	831.34	Sqm
127	100	15 mm cement plaster 1:3 (1 cement : 3 Coarse sand) with a floating coat of neat cement.	BI01010001010000000000000515BI0100001243	45.8	Sqm
128	101	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	BI01010001010000000000000515BI0100001244	45.8	Sqm
129	102	Applying one coat of cement primer of approved quality on wall surface.	BI01010001010000000000000515BI0100001245	831.34	Sqm
130	103	Painting (two or more coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade.	BI01010001010000000000000515BI0100001246	460.89	Sqm
131	104	Finishing walls weather shield paint of approved quality on new work (three or more coats) to give even shade.	BI01010001010000000000000515BI0100001247	370.45	Sqm
132	105	Applying ready mixed priming coat pink primer of approved quality on new wood work.	BI01010001010000000000000515BI0100001248	171.72	Sqm
133	106	Painting two coats (excluding priming coat) with chocolate, red, grey or buff paint of approved quality on new steel or wood work.	BI01010001010000000000000515BI0100001249	171.72	Sqm
134	107	Construction of 2 nd class brick masonry 150 mm wide open surface drain in cement mortar 1:3 ( 1 cement: 3 Coarse sand ) finished with a floating coat of neat cement.	BI01010001010000000000000515BI0100001250	45.97	Rm
135	108	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001251	35	Rm
136	109	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work :40 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001252	35.15	Rm
137	110	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.(i) 1500 litres net capacity storage tanks	BI01010001010000000000000515BI0100001253	2	Each
138	111	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.l.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid	BI01010001010000000000000515BI0100001254	2	Each
139	112	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps	BI01010001010000000000000515BI0100001255	2	Each
140	113	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.	BI01010001010000000000000515BI0100001256	2	Each
141	114	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.	BI01010001010000000000000515BI0100001257	2	Each
142	115	Providing and fixing 610 x 20 mm Diplomat brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws	BI01010001010000000000000515BI0100001258	2	Each
143	116	Providing and fixing liquid soap container of glass with C.P. lid and brackets fixed to wooden cleats with C.P. brass screws.	BI01010001010000000000000515BI0100001259	2	Each
144	117	Providing and fixing brass bib cock of approved quality. 25 mm diameter (Swan neck left/right HN Delux)	BI01010001010000000000000515BI0100001260	4	Each
145	118	Providing and fixing brass stop cock of approved quality. 25 mm diameter	BI01010001010000000000000515BI0100001261	2	Each
146	119	Providing and fixing C.P. brass shower rose with 12.5 mm or 19 mm inlet. 100 mm diameter	BI01010001010000000000000515BI0100001262	2	Each
147	120	Providing and fixing telephonic shower rose with one meter flexible tube, Dimple/Round/Fancy.	BI01010001010000000000000515BI0100001263	2	Each
148	121	Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 Coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with 2) Black/Green	BI01010001010000000000000515BI0100001264	2	Sqm
149	121.1	Construction of Gate	BI01010001010000000000000515BI0100001265
150	122	Demolition below G.L. upto 1m depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.	BI01010001010000000000000515BI0100001266
151	122.1	a) R.C.C. work	BI01010001010000000000000515BI0100001267	0.41	Cum
152	122.2	Extra for every additional 1 m depth. a) R.C.C. work	BI01010001010000000000000515BI0100001268	0.92	Cum
153	122.3	Extra for cutting steel bars in R.C.C. work (sectional work of R.C.C. work to be measured)	BI01010001010000000000000515BI0100001269	1.49	Sqm
154	123	Demolition above G.L. upto floor two level including disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work.	BI01010001010000000000000515BI0100001270
155	123.1	a) R.C.C. work	BI01010001010000000000000515BI0100001271	0.97	Cum
156	123.2	Extra for cutting steel bars in R.C.C. work (sectional work of R.C.C. work to be measured)	BI01010001010000000000000515BI0100001272	0.41	Sqm
157	124	Earth work in Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) Hard / Dense soil.	BI01010001010000000000000515BI0100001273	3.29	cum
158	125	P/L cement concrete in foundation and plinth excluding the cost centering and shuttering. (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size).	BI01010001010000000000000515BI0100001274	0.45	cum
159	126	Reinforcement for RCC work i/cbending, binding and placing in position complete. Thermo-Mechanically Treated bars	BI01010001010000000000000515BI0100001275	196.78	kg
160	127	Providing form work i /c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in	BI01010001010000000000000515BI0100001276
161	127.1	a) Foundation, footing, bases of columns etc. and mass concrete.	BI01010001010000000000000515BI0100001277	7.44	Sqm
162	127.2	(b) Columns, pillars, post and struts (square, rectangular or polygon in plan).	BI01010001010000000000000515BI0100001278	7.2	Sqm
163	128	Providing and laying in position specified grade of reinforcement cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (all work upto plinth level) b) 1: 1.5: 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. nominal size).	BI01010001010000000000000515BI0100001279	1.8	cum
164	129	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.	BI01010001010000000000000515BI0100001280	1.04	cum
165	130	Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint.	BI01010001010000000000000515BI0100001281
166	130.1	a) In channel, angles & tees. (50 x 50 x 6mm)	BI01010001010000000000000515BI0100001282	2.84	Q
167	130.2	b) In M.S. Plate (4mm)	BI01010001010000000000000515BI0100001283	3.86	Q
168	131	Applying ready mixed priming coat ( Red leadprimer of approved quality ) on steel work.	BI01010001010000000000000515BI0100001284	16.9	Sqm
169	132	Painting two coats (excluding priming coat) with chocolate, red, grey of buff paint of approved quality on new steel or wood work.	BI01010001010000000000000515BI0100001285	16.9	Sqm
170	133	15 mm cement plaster 1:3 (1 cement : 3 sand).	BI01010001010000000000000515BI0100001286	7.2	Sqm
171	134	Applying one coat of cement primer of approved quality on wall surface.	BI01010001010000000000000515BI0100001287	7.2	Sqm
172	135	Finishing walls with textured exterior paint of required shade :\nNew work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.	BI01010001010000000000000515BI0100001288	7.2	Sqm

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Renovation And Alteration Of Bd Ii Office Complex At Sanjenthong Officers Colony, Sanjenthong Officers Colony-Manipur

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