Tender For Day To Day Emergent Nature Of Works In Phe Sd S.Kote, Poonch-Jammu And Kashmir

TDR : 35402341

Tender Notice
BOQ

Expired

Poonch , Jammu And Kashmir

Tender Brief : Tender For Day To Day Emergent Nature Of Works In Phe Sd S.Kote

Document Fees
₹ 500 /-

EMD
Refer document

Tender Value
₹ 6 Lakhs /-

Submission Date
27-12-2022

Competition Type
Indian

Bidding Type
Tender

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1	Excavating trenches of required widthfor pipes, cables etc including excavation of rocks, dressing of sides ramming of bottomsdepth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .
2	Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 M . All kinds of soil.
3	Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead i) Bituminous road
4	ii)WBM
5	Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters leada) For Thickness of tiles 10 mm to 25 mm
6	b) For thickness of tiles above 25 mm and upto 40 mm.
7	Demolishing cement concrete manually/ by mechanical means including disposal of materialwith in 50 mtrs leada) 1: 3: 6 or richer mix.
8	b) 1:4:8 Leaner mix.
9	Laying and fitting of GI pipes complete excluding cost of pipes and earth worka) 15 mm dia
10	b) 20 mm dia.
11	c) 25 mm dia
12	d) 32 mm dia.
13	e) 40 mm dia.
14	f) 50 mm dia.
15	g) 65 mm dia.
16	h) i) 80 mm dia( L )
17	ii)80 mm dia( M )
18	i) 100 mm dia( L )
19	ii)100 mm dia ( M)
20	i) 150 mm dia ( L)
21	ii)150 mm dia( M)
22	Providing/Laying and fitting of GI pipes complete a) 15 mm dia
23	b) 20 mm dia.
24	c) 25 mm dia
25	d) 32 mm dia.
26	e) 40 mm dia.
27	f) 50 mm dia.
28	g) 65 mm dia.(L)
29	g2) 65 mm dia.(M)
30	h) i) 80 mm dia( L )
31	ii)80 mm dia( M )
32	i) 100 mm dia( L )
33	ii)100 mm dia ( M)
34	Laying and fitting of HDPE pipes complete excluding cost of pipes and earth worka) 20mm dia
35	c) 25 mm dia
36	d) 32 mm dia.
37	e) 40 mm dia.
38	f) 50 mm dia.
39	g) 63 mm dia.
40	g) 75 mm dia.
41	Laying S & S centrigugaly cast (Spun) Ductile Iron/ MS Pipe.a) 100 mm diaD.I. Class K-7 pipes
42	b) 150 mm diaD.I. Class K-7 pipes
43	c) 200 mm dia . “
44	d) 250 mm dia “
45	e) 300 mm dia “
46	Fabrication of joints complete job including E.W/Cutting/Bending rethreading
47	i) Demolition of concrete 1:4:8
48	a) 25 mm dia to 50 mm dia.
49	b) 65 mm dia to 100 mm dia.
50	c) 125 mm dia to 150 mm dia.
51	d) 200 mm dia.
52	e) 250 mm dia.
53	f) 300 mm dia.
54	Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanicalmeans including stacking of pipes with in 50 Mtrs lead.,a) 15mm to 40 mm dia nominal bore
55	b) Above 40 mm nominal bore.
56	Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stackingof pipes and lead at site with 50 Mtrs lead as per direction of Engineer inchargea) Upto 150 mm dia..
57	b) Above 150 mm to 300 mm dia/
58	Providing lead caulked joints to spun iron or C.Iand specials including testing of joints but excluding the cost of pig leada) 100 mm dia.
59	b) 125 mm dia.
60	c) 150 mm dia.
61	d) 200 mm dia.
62	e) 250 mm dia
63	f) 300 mm dia.
64	Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each depositedlayers lead upto 50 M and lift upto 1.5 M
65	Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage)
66	Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles.a) Ordinary cement without any pigment,
67	Supply of Fitter/ Mazdoor/ Mason etc.i) Supply of Fitter ( 2nd class)
68	ii) Supplyof Labour (Mazdoor)
69	iii) Supply of Massona) Ist Class
70	iv) 2nd Class
71	Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing but excluding the cost of rubbergasket ( Labour rate only)a) 100 mm dia.
72	b) 150 mm dia.
73	c) 200 mm dia.
74	d) 250mm dia.
75	e) 300 mm dia.
76	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 upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
77	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
78	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
79	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
80	Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
81	Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
82	Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
83	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
84	Colour washing such as green blue or buff etc. to give an even shade new work (two or more coats) with basecoat of whiting
85	White washing with lime to give an even shade on New Work (three or more coats)
86	Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials).
87	Locating/ Tracing of blockages/ leakages including excavation of pits.
88	Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance in volved at site shall be paid as per S.S. of rates 2012).a) G.I.Pipe and fitting.
89	b) Cement
90	c) Steel.
91	Ductile Iron/ M.S.Pipes/ j) 100 mm dia.
92	ii) 150 mm dia.
93	iii) 200 mm dia.
94	iv) 250 mm dia.
95	v) 300 mm dia
96	Carriageof Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site)a) G.I.Pipe and fitting.
97	b) Cement
98	c) Steel.
99	Replacement of C.I sluice valves/Check valves complete with bolts,nuts,rubber insertions etc.(sluice valves/Check valves to be supplied by the Department)
100	200 mm dia
101	150 mm dia
102	100 mm dia
103	80 mm dia
104	65mm dia
105	50mm dia
106	Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/ Brass stop cocks complete Gate valves/Stop cocks to be supplied by the department) including bends,collars,unions and other allied items
107	150mm dia
108	100mm dia
109	80mm dia
110	65mm dia
111	50mm dia
112	40mm dia
113	25mm dia
114	20mm dia
115	Providing/Fixing of GI Union in GI pipesincluding cutting ,rethreading etc.
116	80 mm dia
117	65 mm dia
118	50 mm dia
119	40 mm dia
120	32 mm dia
121	25 mm dia
122	20 mm dia
123	Providing/Fixing of Gate valvein GI pipes including cutting ,rethreading etc.
124	80mm dia
125	65mm dia
126	50mm dia
127	40mm dia
128	32mm dia
129	25mm dia
130	20mm dia
131	Providing/Fixing of check valve of approved quality
132	80 mm dia
133	65 mm dia
134	50 mm dia
135	40 mm dia
136	32 mm dia
137	25 mm dia
138	Making connection of G.I distribution branch with G.I main of following sizes by providing and fixingTee,includingcutting and threadingthe pipe etc. complete ( 25 mm to 40mm nominal bore)
139	50mm To 80mm nominal bore
140	Carriage of D.I / M.Sfrom stacking site to site of workat an average distance of 200 meters by Head load.i) 100 mm dia.
141	ii) 150 mm dia.
142	iii) 200 mm dia.
143	iv) 250 mm dia
144	v) 300 mm dia.
145	vi) 600 mm dia ,700 mm dia , 750 mm diaand800 mm dia.
146	Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
147	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
148	Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)
149	Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead
150	Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm mud mortar including fitting joints with sand( with F.P.S bricks)
151	Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand)
152	b) Cement mortar 1: 6 (1 cement: 6 coarse sand)
153	Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand)
154	Providing and laying in positioncement concrete excluding the cost of centring , shuttering, finishing all work upto plinth level (1: 4: 8)1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed.
155	Dumping of stone (excluding cost of stone) in horizontal on level.
156	Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.
157	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 and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete.
158	Size of tile 600x600 mm
159	Size of tile 500x500 mm
160	Size of tile 300x300 mm
161	Cleaning of under ground sump, Over Head R.C.C. Tank (independentstaging) including disposal of slit and rubbish, all as per direction ofEngineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all looseparticles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
162	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).Second Class deodar wood 35mm thick
163	Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :Second class deodar wood 35mm thick
164	Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead.In cement mortar
165	Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms
166	Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured)from brick work in cement mortar,
167	Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site)a) Sand average distance 10 Km by MT
168	b) Bajri above 40 mm average distance 10 Km by M.T.
169	c) Bajri Below 40 mm average distance 10 KM by M.T.
170	d) Stones average distance 10 Km by Mech. Transport.
171	e) Bricks average distance of 10 Km by Mech, transport.
172	f) Tiles average distance of 10 km by Mech. Transport.
173	Carriage of material from source to site of work average 1kM by Head Load.a) Sand.
174	b) Bajri below 40 mm.
175	c) Stone aggregate 40 mm and above.
176	d) Stones.
177	e) Bricks.
178	f) Brick Tiles

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Tender For Day To Day Emergent Nature Of Works In Phe Sd S.Kote, Poonch-Jammu And Kashmir

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Sl. No.	Item Description
1	Excavating trenches of required widthfor pipes, cables etc including excavation of rocks, dressing of sides ramming of bottomsdepth up to 0.50 m including getting out the excavated soil and disposing of surplus soil up to 50 m lead with all kind of soil .
2	Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 M . All kinds of soil.
3	Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead i) Bituminous road
4	ii)WBM
5	Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters leada) For Thickness of tiles 10 mm to 25 mm
6	b) For thickness of tiles above 25 mm and upto 40 mm.
7	Demolishing cement concrete manually/ by mechanical means including disposal of materialwith in 50 mtrs leada) 1: 3: 6 or richer mix.
8	b) 1:4:8 Leaner mix.
9	Laying and fitting of GI pipes complete excluding cost of pipes and earth worka) 15 mm dia
10	b) 20 mm dia.
11	c) 25 mm dia
12	d) 32 mm dia.
13	e) 40 mm dia.
14	f) 50 mm dia.
15	g) 65 mm dia.
16	h) i) 80 mm dia( L )
17	ii)80 mm dia( M )
18	i) 100 mm dia( L )
19	ii)100 mm dia ( M)
20	i) 150 mm dia ( L)
21	ii)150 mm dia( M)
22	Providing/Laying and fitting of GI pipes complete a) 15 mm dia
23	b) 20 mm dia.
24	c) 25 mm dia
25	d) 32 mm dia.
26	e) 40 mm dia.
27	f) 50 mm dia.
28	g) 65 mm dia.(L)
29	g2) 65 mm dia.(M)
30	h) i) 80 mm dia( L )
31	ii)80 mm dia( M )
32	i) 100 mm dia( L )
33	ii)100 mm dia ( M)
34	Laying and fitting of HDPE pipes complete excluding cost of pipes and earth worka) 20mm dia
35	c) 25 mm dia
36	d) 32 mm dia.
37	e) 40 mm dia.
38	f) 50 mm dia.
39	g) 63 mm dia.
40	g) 75 mm dia.
41	Laying S & S centrigugaly cast (Spun) Ductile Iron/ MS Pipe.a) 100 mm diaD.I. Class K-7 pipes
42	b) 150 mm diaD.I. Class K-7 pipes
43	c) 200 mm dia . “
44	d) 250 mm dia “
45	e) 300 mm dia “
46	Fabrication of joints complete job including E.W/Cutting/Bending rethreading
47	i) Demolition of concrete 1:4:8
48	a) 25 mm dia to 50 mm dia.
49	b) 65 mm dia to 100 mm dia.
50	c) 125 mm dia to 150 mm dia.
51	d) 200 mm dia.
52	e) 250 mm dia.
53	f) 300 mm dia.
54	Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanicalmeans including stacking of pipes with in 50 Mtrs lead.,a) 15mm to 40 mm dia nominal bore
55	b) Above 40 mm nominal bore.
56	Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stackingof pipes and lead at site with 50 Mtrs lead as per direction of Engineer inchargea) Upto 150 mm dia..
57	b) Above 150 mm to 300 mm dia/
58	Providing lead caulked joints to spun iron or C.Iand specials including testing of joints but excluding the cost of pig leada) 100 mm dia.
59	b) 125 mm dia.
60	c) 150 mm dia.
61	d) 200 mm dia.
62	e) 250 mm dia
63	f) 300 mm dia.
64	Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each depositedlayers lead upto 50 M and lift upto 1.5 M
65	Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage)
66	Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles.a) Ordinary cement without any pigment,
67	Supply of Fitter/ Mazdoor/ Mason etc.i) Supply of Fitter ( 2nd class)
68	ii) Supplyof Labour (Mazdoor)
69	iii) Supply of Massona) Ist Class
70	iv) 2nd Class
71	Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing but excluding the cost of rubbergasket ( Labour rate only)a) 100 mm dia.
72	b) 150 mm dia.
73	c) 200 mm dia.
74	d) 250mm dia.
75	e) 300 mm dia.
76	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 upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
77	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
78	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
79	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
80	Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
81	Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
82	Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
83	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
84	Colour washing such as green blue or buff etc. to give an even shade new work (two or more coats) with basecoat of whiting
85	White washing with lime to give an even shade on New Work (three or more coats)
86	Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials).
87	Locating/ Tracing of blockages/ leakages including excavation of pits.
88	Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance in volved at site shall be paid as per S.S. of rates 2012).a) G.I.Pipe and fitting.
89	b) Cement
90	c) Steel.
91	Ductile Iron/ M.S.Pipes/ j) 100 mm dia.
92	ii) 150 mm dia.
93	iii) 200 mm dia.
94	iv) 250 mm dia.
95	v) 300 mm dia
96	Carriageof Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site)a) G.I.Pipe and fitting.
97	b) Cement
98	c) Steel.
99	Replacement of C.I sluice valves/Check valves complete with bolts,nuts,rubber insertions etc.(sluice valves/Check valves to be supplied by the Department)
100	200 mm dia
101	150 mm dia
102	100 mm dia
103	80 mm dia
104	65mm dia
105	50mm dia
106	Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/ Brass stop cocks complete Gate valves/Stop cocks to be supplied by the department) including bends,collars,unions and other allied items
107	150mm dia
108	100mm dia
109	80mm dia
110	65mm dia
111	50mm dia
112	40mm dia
113	25mm dia
114	20mm dia
115	Providing/Fixing of GI Union in GI pipesincluding cutting ,rethreading etc.
116	80 mm dia
117	65 mm dia
118	50 mm dia
119	40 mm dia
120	32 mm dia
121	25 mm dia
122	20 mm dia
123	Providing/Fixing of Gate valvein GI pipes including cutting ,rethreading etc.
124	80mm dia
125	65mm dia
126	50mm dia
127	40mm dia
128	32mm dia
129	25mm dia
130	20mm dia
131	Providing/Fixing of check valve of approved quality
132	80 mm dia
133	65 mm dia
134	50 mm dia
135	40 mm dia
136	32 mm dia
137	25 mm dia
138	Making connection of G.I distribution branch with G.I main of following sizes by providing and fixingTee,includingcutting and threadingthe pipe etc. complete ( 25 mm to 40mm nominal bore)
139	50mm To 80mm nominal bore
140	Carriage of D.I / M.Sfrom stacking site to site of workat an average distance of 200 meters by Head load.i) 100 mm dia.
141	ii) 150 mm dia.
142	iii) 200 mm dia.
143	iv) 250 mm dia
144	v) 300 mm dia.
145	vi) 600 mm dia ,700 mm dia , 750 mm diaand800 mm dia.
146	Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
147	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
148	Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)
149	Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead
150	Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm mud mortar including fitting joints with sand( with F.P.S bricks)
151	Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand)
152	b) Cement mortar 1: 6 (1 cement: 6 coarse sand)
153	Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand)
154	Providing and laying in positioncement concrete excluding the cost of centring , shuttering, finishing all work upto plinth level (1: 4: 8)1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed.
155	Dumping of stone (excluding cost of stone) in horizontal on level.
156	Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge.
157	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 and shades, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement and matching pigments etc. complete.
158	Size of tile 600x600 mm
159	Size of tile 500x500 mm
160	Size of tile 300x300 mm
161	Cleaning of under ground sump, Over Head R.C.C. Tank (independentstaging) including disposal of slit and rubbish, all as per direction ofEngineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all looseparticles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
162	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately).Second Class deodar wood 35mm thick
163	Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :Second class deodar wood 35mm thick
164	Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead.In cement mortar
165	Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms
166	Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured)from brick work in cement mortar,
167	Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site)a) Sand average distance 10 Km by MT
168	b) Bajri above 40 mm average distance 10 Km by M.T.
169	c) Bajri Below 40 mm average distance 10 KM by M.T.
170	d) Stones average distance 10 Km by Mech. Transport.
171	e) Bricks average distance of 10 Km by Mech, transport.
172	f) Tiles average distance of 10 km by Mech. Transport.
173	Carriage of material from source to site of work average 1kM by Head Load.a) Sand.
174	b) Bajri below 40 mm.
175	c) Stone aggregate 40 mm and above.
176	d) Stones.
177	e) Bricks.
178	f) Brick Tiles

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