Tender For Used Water Management System For Nagar Panchayat, Chandaus, District-Aligarh., Aligarh-Uttar Pradesh

TDR : 56208907

Tender Notice
BOQ

20 Days Left

Aligarh , Uttar Pradesh

Tender Brief : Tender For Used Water Management System For Nagar Panchayat, Chandaus, District-Aligarh.

Document Fees
₹ 11800 /-

EMD
₹ 379000.0 /-

Tender Value
Refer document

Submission Date
20-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of STP-1 No. (300 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement., coarse screen with grit chamber & construciton of Chlorine Tank capacity having 300-500 KLD including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I.
2	Construction of STP-1 No. (700 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement.Construction of 700 KLD STP, coarse screen with grit chamber & construciton of Chlorine Tank capacity having 700-1000 KLD including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I.
3	Construction of Drain (0.6m x 0.6m)
4	Excavation in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
5	0.00 - 1.50 M deep
6	Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
7	40 MM Thick 1:2:4 P.C.C. Bedding Floor with Cement , Coarse Sand and 20 mm Gauge Stone Ballast without base Concreate including supply of all materials, labour T&P etc. required for proper completion of work.
8	First class brick work for side wall in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
9	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
10	Inner Side
11	RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
12	Drain Cover
13	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
14	Steel reinforcement @1% Of RCC Qty
15	Construction of Leach Pit with Silt Chamber
16	Excavation in ordinary/kankar soil in trenches lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
17	0.00 - 1.50 M deep
18	Silt Chamber
19	Leah - Pit
20	1.50 - 3.00 M
21	Leach Pit
22	3.0 - 4.5 M
23	Leach Pit
24	Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
25	Silt Chamber PCC Base
26	Leach Pit Base
27	RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
28	Silt Chamber RCC Cover
29	Leach pit RCC Slab (including Removable cover)
30	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
31	Steel reinforcement @1.5% Of RCC Qty
32	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
33	Silt Chamber
34	Long Wall
35	Short wall
36	Leach pit
37	Lower Side
38	Tappered Portion
39	Top Brick work
40	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
41	Silt Chamner
42	Long Wall
43	Short Wall
44	Outer Wall
45	Top Long Wall
46	Top Short Wall
47	Leach Pit
48	Lower Side
49	Tapperad Portion
50	Top Brick Work
51	Honey Comb
52	Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
53	110 mm Dia
54	75/80 mm Dia
55	Supply of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe & Specials complete.
56	100/110 mm Dia
57	75/80 mm Dia
58	Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), lowering & fixing them into trenches and laying true to alignment including jointing, testing and cutting of pipes.
59	100/110 mm Dia
60	75/80 mm Dia
61	Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all labour, material, T&P etc. for proper completion of the work.
62	For Leach pit
63	Co-Treatment Plant
64	Collection Tank
65	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
66	0.00 - 1.50 M deep
67	1.50 - 3.00 M deep
68	3.00 - 4.50 M deep
69	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
70	RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
71	For Collection Tank
72	For Base Slab
73	For Roof Slab
74	Less For Manhole Cover
75	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
76	1% of Total RCC
77	Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
78	110 mm dia
79	Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), lowering & fixing them into trenches and laying true to alignment including jointing, testing and cutting of pipes.
80	100/110 mm Dia
81	Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete.
82	110 mm Dia
83	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including all labour, materials, T&P etc. complete.
84	Single tee without door 110x110x110 mm
85	Bend 87.5° 110 mm dia
86	Anaerobic Baffaled Reactor
87	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
88	0.00 - 1.50 M deep
89	Excavation of the ABR
90	Reciever
91	1.50 - 3.00 M deep
92	Excavation of the ABR
93	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
94	Planted Drying Bed
95	PCC Bed
96	Reciever
97	PCC Bed
98	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
99	Brick work (ABR)
100	Long wall
101	Short wall
102	Brick work (Reciever)
103	Long wall
104	Short wall
105	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
106	Plastering (ABR)
107	Outer wall
108	Inner wall
109	Plastering (Reciever)
110	Outer wall
111	Inner wall
112	15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work.
113	Plastering (ABR)
114	Inner Long wall
115	Inner Short wall
116	Plastering (Reciever)
117	Inner Long wall
118	Inner Short wall
119	R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work.
120	RCC in (ABR)
121	RCC base
122	Perforated slab
123	Roof Slab
124	RCC in (Reciever)
125	RCC base
126	Roof Slab
127	Less For Manhole Cover
128	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
129	Total Reinforcement for perforated slab (1.5% of RCC)
130	Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including supply of all material, labour T & P etc. required for proper completion of work.
131	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality including supply of all material, labour T & P etc. required for proper completion of work.
132	EHD - 35 Circular Shape 560 mm internal dia
133	Planted Gravel Filter
134	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
135	0.00 - 1.50 M deep for the PGF
136	Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 8:4:1
137	PCC Bed
138	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
139	For RCC Base
140	RCC Cover (R1)
141	RCC Cover (R2)
142	Less For Manhole Cover
143	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
144	1% of Total RCC
145	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
146	Brick work (PGF)
147	Long wall
148	Short wall
149	Brick work (R1)
150	Long wall
151	Short wall
152	Brick work (R 2)
153	Long wall
154	Short wall
155	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
156	Plastering (PGF)
157	Outer wall
158	Plastering (R1)
159	Outer wall
160	inner wall
161	Plastering (R 2)
162	Outer wall
163	inner wall
164	15 mm cement plaster1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work.
165	Plastering (PGF)
166	Inner Long wall
167	Inner Short wall
168	Plastering (R1)
169	Inner Long wall
170	Inner Short wall
171	Plastering (Reciver 2)
172	Inner Long wall
173	Inner Short wall
174	Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
175	110 mm dia
176	Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including all labour, materials, T&P etc. complete.
177	100/110 mm Dia
178	Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete.
179	110 mm Dia
180	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including all labour, materials, T&P etc. complete.
181	Single tee without door 110x110x110 mm
182	Bend 87.5° 110 mm diameter
183	Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including all labour, materials, T&P etc. complete.
184	Average Width (0.5+0.7)/2 = 0.60m
185	Average Width (0.3+0.5)/2 = 0.40m
186	Supply, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
187	Supply, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
188	Supply, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
189	POLISHING POND
190	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
191	All kinds of soil
192	Extra for levelling & neatly dressing of disposal soil completely as directed by Engineer-in-charge
193	Supply, Laying, Jointing 300mm Dia. RCC NP2 Hume Pipe including supply of all material, labour, T&P etc. complete. 0.0-1.5 M
194	Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement coarse sand mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
195	1:6 (1cement : 6 coarse sand)
196	Sludge Storage House
197	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
198	Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
199	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
200	Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand).
201	Long Wall (L= 3.0 m )
202	ShortWall (L= 1.8 m )
203	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
204	Long Side (2*[email protected])
205	Short Side (2*[email protected])
206	65 MM dia MS Pipe Unit weight (Mediun B- class) = 6.61 Kg/ mtr
207	Purlin 40 MM dia MS Pipe Unit weight (Mediun B- class) =3.61 Kg/mtr
208	For Principal Rafter 50 MM dia MS Pipe Unit weight (Mediun B- class ) =5.10 Kg/mtr
209	add @ 5% For nut , bolt etc.
210	Supply & Fixing Galvanised Corrugated iron roofing 0.63 mm thick including supply of all material, labour, T&P etc. complete.
211	Roofing Sheet
212	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. 25 mm nominal dia Pipes including supply of all material, labour, T&P etc. complete.
213	Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer including supply of all material, labour, T&P etc. complete.
214	Planted Drying Bed
215	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
216	0.00 - 1.50 M deep
217	Screen Chamber
218	Reciever
219	1.50 - 3.00 M deep
220	Reciver
221	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
222	Planted Drying Bed
223	PCC Bed
224	Screen Chamber
225	PCC Bed
226	Reciever
227	PCC Bed
228	R.C.C. With cement , Coarse Sand and 20 mm Stone grit 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work.
229	For PDB
230	For Screening Chamber
231	For Reciever
232	Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate
233	Stone grit 20 mm Gauge
234	Mild Steel or Iron in Plain Work
235	Steel Reinforcement
236	1% of Total RCC
237	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
238	Brick work (PDB)
239	Long wall
240	Short wall
241	Brick work (Screen Chamber)
242	Brick work (Reciver)
243	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
244	Plastering (PDB)
245	Short wall
246	Long wall
247	Plastering (Screen Chamber)
248	Short wall
249	Long wall
250	Plastering (Reciver)
251	Short wall
252	Long wall
253	15 mm cement plaster 1:3 (1 Cement :3 Coarse sand) finished with a floating coat of neat cement including supply of all material, labour T & P etc. required for proper completion of work.
254	Plastering(PDB)
255	Short wall
256	Long wall
257	Plastering(Screen Chamber)
258	Short wall
259	Long wall
260	Plastering(Reciver)
261	Short wall
262	Long wall
263	Flooring all Chamber
264	Supply, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
265	Supply, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
266	Supply, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
267	Excavation for pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
268	110 mm dia
269	Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including all labour, materials, T&P etc. complete.
270	100/110 mm Dia
271	Supply & fixing of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia including all labour, materials, T&P etc. complete.
272	110 mm Dia
273	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including supply of all material, labour, T&P etc. complete.
274	Single tee without door 110x110x110 mm
275	Bend 87.5° 110 mm dia
276	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) including supply of all material, labour, T&P etc. complete.
277	Trees/Plant
278	KOTA STONE FLOORING: Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) including supply of all material, labour, T&P etc. complete.
279	25 mm thick
280	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).
281	Screen bar @ 10 kg / sqm
282	Gaurd Room
283	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
284	0.00 - 1.50 M deep
285	230 mm wall (L= (2.33+3.23)X2=11.12 M
286	Filling, dressing and ramming available excavated earth/Total qty of Excavated earth etc. including labour, T&P etc. complete.
287	Less PCC
288	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work.
289	Guard Room
290	Cement concrete PCC with 20mm gauge approved stone grit, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
291	230 mm wall foundation base
292	25 mm thick damp proof course with cement,approved coarse sand & Stone grit in 1:1½:3 cement and coarse sand mortar including 5% water proofing material or as specified.
293	R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows including supply of all material, labour, T&P etc. complete.
294	Lintel Band for door and Window
295	R.C.C. with cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work.
296	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
297	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
298	In 230 mm thick wall
299	1st footing
300	2nd footing
301	3rd footing
302	4th footing
303	5th up to plinth beam
304	1st Class brick work in 1:4 with Cement & Coarse Sand (1.25 FM) mortar in super structure in one brick thick wall including supply of all materials, labour, T&P etc. required for proper completion of the work.
305	230 mm wall
306	Deduction for door & Window
307	12 mm thick plaster with cement and coarse sand mortar 1:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
308	Internal plaster: Cement Plaster - 1: 4
309	Guard Room
310	Deduction
311	Door- D1
312	Window- W
313	15mm thick plaster on rough side of single or half brick wall including supply of all material, labour T & P etc. required for proper completion of work.
314	1:6 (1 Cement :6 coarse Sand)
315	Extra on all item of plaster if done on ceiling.
316	Pump Room
317	Supply & fix 35 mm thick Teak wood fully panelled in doors shutters etc. including supply of all material, labour, T&P etc. complete.
318	Door -D
319	Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish including supply of all material, labour, T&P etc. complete.
320	D1 (Front & back)
321	W (For Both Side)
322	white washing one coat including supply of all material, labour, T&P etc. complete.
323	Outer side
324	Ceilling
325	One priming & one oil distemper coat on new work including supply of all material, labour, T&P etc. complete.
326	Inner plaster
327	25 mm thick 1:2:4 plain cement concrete floor with cement, coarse sand and 20mm gauge approved stone grit, laid in panels, finished with 3mm thick floating coat of neat cement over 7.5cm thick base concrete consisting of cement and fine sand and first class brick ballast 40mm gauge in proportion of 1:6:12 and removing any over lapping mortar in the joints of the panels if any and giving team an uniform finish including supply of all materials, labour, T&P etc. required for proper completion of the work.
328	for every coat after first coat.
329	Door- D1
330	Window
331	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including supply of all material, labour, T&P etc. complete.
332	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 Band K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment) including supply of all material, labour, T&P etc. complete.
333	Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including supply of all material, labour, T&P etc. complete.
334	Windows (1.2m*1.2m = 1.44 sqm @ 20kg/m^2
335	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer including supply of all material, labour, T&P etc. complete.
336	Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). @ 3.00 kg/m
337	Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with including supply of all material, labour, T&P etc. complete.
338	4mm thick glass panes (1.2m*1.2m = 1.44 sqm
339	Boundary Wall with Gate
340	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
341	0.00 - 1.50 M deep
342	Boundary Wall
343	Footing Gate Column
344	Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. including labour, T&P etc. complete.
345	@ 30 % of total Earth work
346	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work.
347	Boundary Wall
348	Footing Gate Column
349	Cement concrete PCC with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work.
350	Copping PCC on Top
351	Copping Boundary Wall (Side /Back ) on Top
352	RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
353	Foundation Base - F1
354	Pedestal - C1
355	Column Up to GL - C1
356	Material : Extra for using 20 mm size stone Aggregate instead of 40 mm Size Stone Aggregate
357	Stone Ballast 20 mm Gauge
358	R.C.C. With cement , Coarse Sand and 20 mm Stone Ballast 1:1.5:3 in For Slabs including supply of all material, labour T & P etc. required for proper completion of work.
359	Column GL to Top - C1
360	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
361	Steel Reinforced
362	First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
363	Boundary Wall
364	In Ist Footing
365	In IInd Footing
366	In IIIrd Footing
367	Above Footing Brick work in col.
368	1st Class brick work in 1:4 with Cement & Coarse Sand sand (1.25 FM) mortar in super structure in one brick thick wall including supply of all materials, labour, T&P etc. required for proper completion of the work.
369	Boundary Wall (Front)
370	Above Footing Brick work in column
371	Above Footing Brick work in Wall
372	25 mm thick damp proof course with cement,approved coarse sand & Stone grit in 1:1½:3 cement and coarse sand mortar including 5% water proofing material or as specified.
373	For Brick Pillar
374	For Brick Wall
375	12 mm thick plaster with cement and coarse sand mortar 1:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
376	For Brick Pillar
377	For Brick Wall
378	white washing one coat including supply of all material, labour, T&P etc. complete.
379	Wall, Pillar etc.
380	Copping
381	colour washing two coat using coloring materials of buff blue, brown shade including supply of all material, labour, T&P etc. complete.
382	Wall, Pillar etc.
383	Copping
384	Supply and fix of all materials, labour, T&P etc. required for making door shutters by M.S. sheet 18 gauge, M.S. angle 40x40x6mm size also including angle iron chaukhat with hold fast as instructed by Engineer Incharge including cement, concrete for fixing the same in the walls complete.
385	MS Gate (4.5m x 1.5m), Gate guide 4.50m & Lugs etc.
386	Fixing barbed wire fencing to posts including supply of all material, labour, T&P etc. complete.
387	Painting or varnishing on new iron work in small areas or new wood work with one coat priming & one coat paint or varnish including supply of all material, labour, T&P etc. complete.
388	Pump for Polishing Pond
389	Supply, installation and commissioning of 1 HP Monoblock Pump of Kirloskar, CRI or equivalent make for pumping of water. Including civil works, fabrication work for mounting the pump, necessary plumbing / wiring as per instructions of engineer in charge. Please Enable Macros to View BoQ information

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Tender For Used Water Management System For Nagar Panchayat, Chandaus, District-Aligarh., Aligarh-Uttar Pradesh

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