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

TDR : 55601630

Tender Notice
BOQ

20 Days Left

Aligarh , Uttar Pradesh

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

Document Fees
₹ 11800 /-

EMD
₹ 412000.0 /-

Tender Value
₹ 2.05 Crore /-

Submission Date
11-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of 300 KLD STP, 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 400 KLD STP, 01 No. coarse screen with grit chamber & construciton of 01 No. Chlorine Tank capacity having 400-600 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	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.
38	Silt Chamner
39	Long Wall
40	Short Wall
41	Outer Wall
42	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.
43	Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia
44	Supply, Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), Fixing including jointing, testing and cutting of pipes.
45	100/110 mm Dia
46	Construction of Co-Treatment Plant 5 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.
47	Anaerobic Baffaled Reactor
48	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.
49	0.00 - 1.50 M deep
50	Excavation of the ABR
51	Reciever
52	1.50 - 3.00 M deep
53	Excavation of the ABR
54	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.
55	Planted Drying Bed
56	PCC Bed
57	Reciever
58	PCC Bed
59	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.
60	Brick work (ABR)
61	Long wall
62	Short wall
63	Brick work (Reciever)
64	Long wall
65	Short wall
66	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.
67	Plastering (ABR)
68	Outer wall
69	Inner wall
70	Plastering (Reciever)
71	Outer wall
72	Inner wall
73	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.
74	Plastering (ABR)
75	Inner Long wall
76	Inner Short wall
77	Plastering (Reciever)
78	Inner Long wall
79	Inner Short wall
80	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.
81	RCC in (ABR)
82	RCC base
83	Perforated slab
84	Roof Slab
85	RCC in (Reciever)
86	RCC base
87	Less manhole Cover
88	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.
89	Total Reinforcement for perforated slab (2% of RCC)
90	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.
91	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.
92	EHD - 35 Circular Shape 560 mm internal dia
93	Planted Drying Bed
94	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.
95	0.00 - 1.50 M deep
96	Screen Chamber
97	Reciever
98	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.
99	Planted Drying Bed
100	PCC Bed
101	Screen Chamber
102	PCC Bed
103	Reciever
104	PCC Bed
105	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.
106	For PDB
107	For Screening Chamber
108	For Reciever
109	Steel Reinforcement
110	2% of Total RCC
111	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.
112	Brick work (PDB)
113	Long wall
114	Short wall
115	Brick work (Screen Chamber)
116	Brick work (Reciver)
117	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.
118	Plastering (PDB)
119	Short wall
120	Long wall
121	Plastering (Screen Chamber)
122	Short wall
123	Long wall
124	Plastering (Reciver)
125	Short wall
126	Long wall
127	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.
128	Plastering(PDB)
129	Short wall
130	Long wall
131	Plastering(Screen Chamber)
132	Short wall
133	Long wall
134	Plastering(Reciver)
135	Short wall
136	Long wall
137	Flooring all Chamber
138	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.
139	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.
140	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.
141	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.
142	Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia
143	Carting from Store ,Laying, Jointing, Fixing & testing 100 mm Dia P.V.C. Pipes & Specials including supply of all labour, materials, T&P etc. complete.
144	100/110 mm Dia
145	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.
146	25 mm thick
147	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.).
148	Screen bar @ 10 kg / sqm
149	Making plinth protection 50 mm 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 75 mm'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.
150	Around PDB
151	Short wall
152	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
153	80 mm thick C.C. paver block of M-35 grade withapproved colour design and pattern.
154	Reciver
155	Planted Gravel Filter
156	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.
157	0.00 - 1.50 M deep for the PGF
158	Cement concrete with 20 mm gauge approved stone ballast, coarse snad and cement in proportion of 8:4:1
159	PCC Bed
160	Cement concrete PCC with 20mm gauge approved stone grit, Coarse sand and cement in proportion 1:1.5:3 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
161	For RCC Base
162	RCC Cover (R1)
163	RCC Cover (R2)
164	Less manhole Cover
165	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.
166	1% of Total RCC
167	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.
168	Brick work (PGF)
169	Long wall
170	Short wall
171	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.
172	Outer wall
173	inner wall
174	inner wall (R 2)
175	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.
176	Inner wall
177	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.
178	Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia
179	Providing and fixing on wall face 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, (i)Single socketed pipes.
180	100/110 mm Dia
181	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.
182	Single tee without door 110x110x110 mm
183	Supply and stacking at site: 53 mm to 22.4 mm size stone aggregate including all labour, materials, T&P etc. complete.
184	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.
185	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.
186	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.
187	Sludge Storage House
188	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.
189	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.
190	Cement concrete PCC with 40mm 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.
191	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.
192	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.
193	@ 1% OF TOTAL RCC QUANTITY
194	1St Class Brick- work in 1:4 Cement & Local Sand Mortar in Foundation & Plinth including supply of all material, labour, T&P etc. complete.
195	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.
196	VERTICAL POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMT
197	HORIZONTAL POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMT
198	MID TOP POST ( 49.5 X 49.5 X 3.6 MM) SQ.HOLLOW SECTION UNIT WT. = 4.93 KG/RMT
199	RAFTER ( 49.5 X 49.5 X 3.6 MM) SQ. HOLLOWSECTION UNIT WT. = 4.93 KG/RMT
200	PURLIN ( 45 X 45 X 3.2 MM) SQ. HOLLOW SECTIONUNIT WT. = 3.99 KG/RMT
201	PURLIN SUPPORT ( 45 X 45 X 3.2 MM) SQ.HOLLOW SECTION UNIT WT. = 3.99 KG/RMT
202	VERTICAL MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMT
203	HORIZONTAL MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMT
204	TRANGULAR MS ANGLE ( 35 X 35 X 5 MM) SQ.HOLLOW SECTION UNIT WT. = 2.60 KG/RMT
205	MS ANGLE ( 35 X 35 X 5 MM) SQ. HOLLOWSECTION UNIT WT. = 2.60 KG/RMT
206	ADD LS FOR NUT BOLT & DOOR FITTINGS ( L.S. =15 KG)
207	Supply & Fixing Galvanised Corrugated iron roofing 0.63 mm thick including supply of all material, labour, T&P etc. complete.
208	Roofing Sheet
209	Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including'62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.
210	PAINTING ROOF OR OTHER IROIN WORK INLARGE AREA WITH ONE COAT PRIMING & ONE COAT PAINT OR VARNISH
211	Gaurd Room
212	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.
213	0.00 - 1.50 M deep
214	230 mm wall (L= (2.33+3.23)X2=11.12 M
215	Filling, dressing and ramming available excavated earth/Total qty of Excavated earth etc. including labour, T&P etc. complete.
216	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.
217	Cement concrete PCC with 40mm 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.
218	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.
219	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.
220	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 @ 2% of RCC.
221	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.
222	1st footing
223	2nd footing
224	3rd footing
225	4th footing
226	5th up to plinth beam
227	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.
228	230 mm wall
229	Deduction for door & Window
230	Parapet
231	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.
232	Extra on Over Ceiling
233	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.
234	Providing and fixing 1 mm thick M.S. sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fitting complete, including applying a priming coat of approved steel primer Using flats 30x6 mm for diagonal braces and central cross piece for door
235	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.
236	D1 (Front & back)
237	W (For Both Side)
238	After 1st coat
239	One priming & one oil distemper coat on new work including supply of all material, labour, T&P etc. complete.
240	Inner plaster
241	Extra for 3 coats
242	Outer
243	Ceiling
244	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.
245	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.
246	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.
247	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.
248	Windows (1.2m*1.2m = 1.44 sqm @ 20kg/m^2
249	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.
250	4mm thick glass panes (1.2m*1.2m = 1.44 sqm)
251	Gate & Fencing Work
252	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.
253	0.00 - 1.50 M deep
254	Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
255	Filling, dressing and raamming earth or sand or bajri or ballast or kankar or single etc. including labour, T&P etc. complete.
256	@ 20 % of total Earth work
257	Cement concrete PCC with 40mm 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.
258	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.
259	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.
260	Column - C1
261	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.
262	Steel Reinforced @ 2.0% RCC
263	white washing of column one coat including supply of all material, labour, T&P etc. complete.
264	Colour washing two coat using coloring materials of buff blue, brown shade including supply of all material, labour, T&P etc. complete.
265	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.
266	FRAME 45 X 45 X 3.2 MM VERTICALSFRAME 45 X 45 X 3.2 MM HORIZONTALVERTICAL 25 X 25 X 3.2 MMMS ANGLE 50 X 50 X 5 MMMS PLATE 50 X 6 MM20 MM DIA PLAIN BAR
267	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level including supply of all materials, labour, T&P etc. complete.(1:3:6 - 1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
268	Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately).Payment to be made per metre cost of total length ofbarbed wire used.
269	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.
270	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(MS ANGLE 50 X 50 X 5) Please Enable Macros to View BoQ information

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

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

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