Tender For Maintenance/Repair/Improvement Of Civil Structures/ Pipe Network And Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under Water Supply Schemes In Respect Of Jal Shakti Phe Sub-Division Mendhar, Poonch-Jammu And Kashmir

TDR : 55323018

Tender Notice
BOQ

Expired

Poonch , Jammu And Kashmir

Tender Brief : Tender For Maintenance/Repair/Improvement Of Civil Structures/ Pipe Network And Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under Water Supply Schemes In Respect Of Jal Shakti Phe Sub-Division Mendhar

Document Fees
₹ 1000 /-

EMD
₹ 80000.0 /-

Tender Value
Refer document

Submission Date
13-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth 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 material with 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	Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE) Composite Pressure Pipes conforming to IS: 15450, U.V. stabilized with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. Elbows, tees, reducers, couplers and connectors etc.This includes testing of joints complete as per direction of the Engineer-in-charge: External work including trenching and refilling etc. completea) 16mm dia
35	c) 20 mm dia
36	d) 25 mm dia.
37	e) 32 mm dia.
38	f) 40 mm dia.
39	g) 50 mm dia.
40	Providing and Laying S & S centrifugaly cast (Spun) Ductile Iron/ MS Pipe.a) 100 mm dia D.I. Class K-7 pipes
41	b) 150 mm dia D.I. Class K-7 pipes
42	c) 200 mm dia . “
43	d) 250 mm dia “
44	e) 300 mm dia “
45	Fabrication of joints complete job including E.W/Cutting/Bending rethreading
46	i) Demolition of concrete 1:4:8
47	a) 25 mm dia to 50 mm dia.
48	b) 65 mm dia to 100 mm dia.
49	c) 125 mm dia to 150 mm dia.
50	d) 200 mm dia.
51	e) 250 mm dia.
52	f) 300 mm dia.
53	Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead.,a) 15mm to 40 mm dia nominal bore
54	b) Above 40 mm nominal bore.
55	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 stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer inchargea) Upto 150 mm dia..
56	b) Above 150 mm to 300 mm dia/
57	Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig leada) 100 mm dia.
58	b) 125 mm dia.
59	c) 150 mm dia.
60	d) 200 mm dia.
61	e) 250 mm dia
62	f) 300 mm dia.
63	Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M
64	Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage)
65	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,
66	Supply of Fitter/ Mazdoor/ Mason etc.i) Supply of Fitter ( 2nd class)
67	ii) Supplyof Labour (Mazdoor)
68	iii) Supply of Masson a) Ist Class
69	iv) 2nd Class
70	Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing but including the cost of rubber gasket ( Labour rate only)a) 100 mm dia.
71	b) 150 mm dia.
72	c) 200 mm dia.
73	d) 250 mm dia.
74	e) 300 mm dia.
75	Providing of mild steel bends 250mm
76	b) 200 mm dia.
77	c) 150 mm dia.
78	d) 100 mm dia.
79	e) 80 mm dia.
80	e) 65 mm dia.
81	e) 50 mm dia.
82	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate
83	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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
84	Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
85	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
86	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
87	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
88	Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
89	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)
90	Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
91	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
92	Colour washing such as green blue or buff etc. to give an even shade new work (two or more coats) with basecoat of whiting
93	White washing with lime to give an even shade on New Work (three or more coats)
94	Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials).
95	Locating/ Tracing of blockages/ leakages including excavation of pits.
96	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 2022).a) G.I.Pipe and fitting.
97	b) Cement
98	c) Steel.
99	Ductile Iron/ M.S.Pipes/ j) 100 mm dia.
100	ii) 150 mm dia.
101	iii) 200 mm dia.
102	iv) 250 mm dia.
103	v) 300 mm dia
104	Carriage of 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.
105	b) Cement
106	c) Steel.
107	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)
108	200 mm dia
109	150 mm dia
110	100 mm dia
111	80 mm dia
112	65mm dia
113	50mm dia
114	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
115	150mm dia
116	100mm dia
117	80mm dia
118	65mm dia
119	50mm dia
120	40mm dia
121	25mm dia
122	20mm dia
123	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required.
124	100 mm dia
125	80 mm dia
126	65 mm dia
127	50 mm dia
128	40 mm dia
129	32 mm dia
130	25 mm dia
131	20 mm dia
132	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
133	100mm dia
134	80mm dia
135	65mm dia
136	50mm dia
137	40mm dia
138	32mm dia
139	25mm dia
140	20mm dia
141	Providing/Fixing of check valve of approved quality
142	150 mm dia
143	100 mm dia
144	80 mm dia
145	65 mm dia
146	50 mm dia
147	40 mm dia
148	32 mm dia
149	25 mm dia
150	Providing/Fixing of sluice valve of approved quality
151	150 mm dia
152	100 mm dia
153	80 mm dia
154	65 mm dia
155	50 mm dia
156	Repair/providing of sluice valve rods /threading
157	150 mm dia
158	100 mm dia
159	80 mm dia
160	65 mm dia
161	50 mm dia
162	Repair/providing of GM Gate valve rods /threading
163	150 mm dia
164	100 mm dia
165	80 mm dia
166	65 mm dia
167	50 mm dia
168	Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gram/m2
169	Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
170	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
171	Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade
172	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 mm to 40mm nominal bore)
173	50mm To 80mm nominal bore
174	Carriage of D.I / M.S from stacking site to site of work at an average distance of 200 meters by Head load.i) 100 mm dia.
175	ii) 150 mm dia.
176	iii) 200 mm dia.
177	iv) 250 mm dia
178	v) 300 mm dia.
179	vi) 600 mm dia ,700 mm dia , 750 mm dia and 800 mm dia.
180	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.
181	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
182	Providing and laying in position cement concrete of specified grade excluding the cost 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)
183	Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead
184	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)
185	Brick work with common burnt clay FPS (non-modualar) bricks of class designation 7.5 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand)
186	b) Cement mortar 1: 6 (1 cement: 6 coarse sand)
187	Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand)
188	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 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand)
189	Providing and laying in position cement 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.
190	Dumping of stone (excluding cost of stone) in horizontal on level.
191	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.
192	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.
193	Size of tile 600x600 mm
194	Size of tile 500x500 mm
195	Size of tile 800x800 mm
196	Providing of Spun yarn
197	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.
198	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
199	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
200	Demolishing Brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.In cement mortar
201	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
202	Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than88 gms.
203	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. angles 40x40x6mm for diagonal braces
204	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 flats 30x6mm for diagonal braces and central cross piece.
205	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,
206	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
207	b) Bajri above 40 mm average distance 10 Km by M.T.
208	c) Bajri Below 40 mm average distance 10 KM by M.T.
209	d) Stones average distance 10 Km by Mech. Transport.
210	e) Bricks average distance of 10 Km by Mech, transport.
211	f) Tiles average distance of 10 km by Mech. Transport.
212	Carriage of material from source to site of work average 1kM by Head Load.a) Sand.
213	b) Bajri below 40 mm.
214	c) Stone aggregate 40 mm and above.
215	d) Stones.
216	e) Bricks.
217	f) Brick Tiles Please Enable Macros to View BoQ information

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Tender For Maintenance/Repair/Improvement Of Civil Structures/ Pipe Network And Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under Water Supply Schemes In Respect Of Jal Shakti Phe Sub-Division Mendhar, Poonch-Jammu And Kashmir

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Sl. No.	Item Description
1	Excavating trenches of required width for pipes, cables etc including excavation of rocks, dressing of sides ramming of bottoms depth 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 material with 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	Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE) Composite Pressure Pipes conforming to IS: 15450, U.V. stabilized with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. Elbows, tees, reducers, couplers and connectors etc.This includes testing of joints complete as per direction of the Engineer-in-charge: External work including trenching and refilling etc. completea) 16mm dia
35	c) 20 mm dia
36	d) 25 mm dia.
37	e) 32 mm dia.
38	f) 40 mm dia.
39	g) 50 mm dia.
40	Providing and Laying S & S centrifugaly cast (Spun) Ductile Iron/ MS Pipe.a) 100 mm dia D.I. Class K-7 pipes
41	b) 150 mm dia D.I. Class K-7 pipes
42	c) 200 mm dia . “
43	d) 250 mm dia “
44	e) 300 mm dia “
45	Fabrication of joints complete job including E.W/Cutting/Bending rethreading
46	i) Demolition of concrete 1:4:8
47	a) 25 mm dia to 50 mm dia.
48	b) 65 mm dia to 100 mm dia.
49	c) 125 mm dia to 150 mm dia.
50	d) 200 mm dia.
51	e) 250 mm dia.
52	f) 300 mm dia.
53	Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead.,a) 15mm to 40 mm dia nominal bore
54	b) Above 40 mm nominal bore.
55	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 stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer inchargea) Upto 150 mm dia..
56	b) Above 150 mm to 300 mm dia/
57	Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig leada) 100 mm dia.
58	b) 125 mm dia.
59	c) 150 mm dia.
60	d) 200 mm dia.
61	e) 250 mm dia
62	f) 300 mm dia.
63	Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M
64	Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage)
65	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,
66	Supply of Fitter/ Mazdoor/ Mason etc.i) Supply of Fitter ( 2nd class)
67	ii) Supplyof Labour (Mazdoor)
68	iii) Supply of Masson a) Ist Class
69	iv) 2nd Class
70	Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing but including the cost of rubber gasket ( Labour rate only)a) 100 mm dia.
71	b) 150 mm dia.
72	c) 200 mm dia.
73	d) 250 mm dia.
74	e) 300 mm dia.
75	Providing of mild steel bends 250mm
76	b) 200 mm dia.
77	c) 150 mm dia.
78	d) 100 mm dia.
79	e) 80 mm dia.
80	e) 65 mm dia.
81	e) 50 mm dia.
82	Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate
83	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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
84	Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
85	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms
86	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
87	Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
88	Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
89	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)
90	Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
91	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
92	Colour washing such as green blue or buff etc. to give an even shade new work (two or more coats) with basecoat of whiting
93	White washing with lime to give an even shade on New Work (three or more coats)
94	Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials).
95	Locating/ Tracing of blockages/ leakages including excavation of pits.
96	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 2022).a) G.I.Pipe and fitting.
97	b) Cement
98	c) Steel.
99	Ductile Iron/ M.S.Pipes/ j) 100 mm dia.
100	ii) 150 mm dia.
101	iii) 200 mm dia.
102	iv) 250 mm dia.
103	v) 300 mm dia
104	Carriage of 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.
105	b) Cement
106	c) Steel.
107	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)
108	200 mm dia
109	150 mm dia
110	100 mm dia
111	80 mm dia
112	65mm dia
113	50mm dia
114	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
115	150mm dia
116	100mm dia
117	80mm dia
118	65mm dia
119	50mm dia
120	40mm dia
121	25mm dia
122	20mm dia
123	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required.
124	100 mm dia
125	80 mm dia
126	65 mm dia
127	50 mm dia
128	40 mm dia
129	32 mm dia
130	25 mm dia
131	20 mm dia
132	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
133	100mm dia
134	80mm dia
135	65mm dia
136	50mm dia
137	40mm dia
138	32mm dia
139	25mm dia
140	20mm dia
141	Providing/Fixing of check valve of approved quality
142	150 mm dia
143	100 mm dia
144	80 mm dia
145	65 mm dia
146	50 mm dia
147	40 mm dia
148	32 mm dia
149	25 mm dia
150	Providing/Fixing of sluice valve of approved quality
151	150 mm dia
152	100 mm dia
153	80 mm dia
154	65 mm dia
155	50 mm dia
156	Repair/providing of sluice valve rods /threading
157	150 mm dia
158	100 mm dia
159	80 mm dia
160	65 mm dia
161	50 mm dia
162	Repair/providing of GM Gate valve rods /threading
163	150 mm dia
164	100 mm dia
165	80 mm dia
166	65 mm dia
167	50 mm dia
168	Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gram/m2
169	Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
170	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
171	Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade
172	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 mm to 40mm nominal bore)
173	50mm To 80mm nominal bore
174	Carriage of D.I / M.S from stacking site to site of work at an average distance of 200 meters by Head load.i) 100 mm dia.
175	ii) 150 mm dia.
176	iii) 200 mm dia.
177	iv) 250 mm dia
178	v) 300 mm dia.
179	vi) 600 mm dia ,700 mm dia , 750 mm dia and 800 mm dia.
180	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.
181	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
182	Providing and laying in position cement concrete of specified grade excluding the cost 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)
183	Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead
184	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)
185	Brick work with common burnt clay FPS (non-modualar) bricks of class designation 7.5 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand)
186	b) Cement mortar 1: 6 (1 cement: 6 coarse sand)
187	Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand)
188	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 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand)
189	Providing and laying in position cement 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.
190	Dumping of stone (excluding cost of stone) in horizontal on level.
191	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.
192	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.
193	Size of tile 600x600 mm
194	Size of tile 500x500 mm
195	Size of tile 800x800 mm
196	Providing of Spun yarn
197	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.
198	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
199	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
200	Demolishing Brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.In cement mortar
201	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
202	Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 86 mm long, weighing not less than88 gms.
203	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. angles 40x40x6mm for diagonal braces
204	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 flats 30x6mm for diagonal braces and central cross piece.
205	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,
206	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
207	b) Bajri above 40 mm average distance 10 Km by M.T.
208	c) Bajri Below 40 mm average distance 10 KM by M.T.
209	d) Stones average distance 10 Km by Mech. Transport.
210	e) Bricks average distance of 10 Km by Mech, transport.
211	f) Tiles average distance of 10 km by Mech. Transport.
212	Carriage of material from source to site of work average 1kM by Head Load.a) Sand.
213	b) Bajri below 40 mm.
214	c) Stone aggregate 40 mm and above.
215	d) Stones.
216	e) Bricks.
217	f) Brick Tiles Please Enable Macros to View BoQ information

Tender For Maintenance/Repair/Improvement Of Civil Structures/ Pipe Network And Restoration Of Water Supplies Of Minor Urgent Nature Of Works Under Water Supply Schemes In Respect Of Jal Shakti Phe Sub-Division Mendhar, Poonch-Jammu And Kashmir

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