Tender For Annual Contract For Minor Works For All External Water Supply, Drainage And Sewage Disposal System In Whole Campus Of Iit Kanpur, Mwcc1, Kanpur-Uttar Pradesh

TDR : 42396269

Tender Notice
BOQ

Expired

Kanpur , Uttar Pradesh

Tender Brief : Tender For Annual Contract For Minor Works For All External Water Supply, Drainage And Sewage Disposal System In Whole Campus Of Iit Kanpur, Mwcc1

Document Fees
Refer document

EMD
Refer document

Tender Value
₹ 31.74 Lakhs /-

Submission Date
28-02-2024

Competition Type
Indian

Bidding Type
Tender

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1	CARRIAGE OF MATERIALS
2	Carriage of material by Mechanical Transport including loading, unloading and stacking
3	Earth Lead - 1 Km
4	EARTH WORK
5	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:
6	All kinds of soil
7	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
8	All kinds of soil.
9	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
10	All kinds of soil
11	Pipes, cables etc, not exceeding 80 mm dia.
12	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
13	Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
14	Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
15	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
16	Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
17	Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
18	All kinds of soil
19	Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.
20	All kinds of soil
21	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
22	Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
23	CONCRETE WORK
24	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
25	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
26	1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
27	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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.
28	REINFORCED CEMENT CONCRETE
29	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
30	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size).
31	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
32	Centering and shuttering including strutting, propping etc. and removal of form for:
33	Foundations, footings, bases of columns, etc. for mass concrete
34	Suspended floors, roofs, landings, balconies and access platform
35	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
36	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
37	Thermo-Mechanically Treated bars of grade Fe-500D or more.
38	BRICK WORK
39	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
40	Cement mortar 1:6 (1 cement : 6 coarse sand)
41	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
42	Cement mortar 1:6 (1 cement : 6 coarse sand)
43	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
44	cement mortar 1:4 (1 cement : 4 coarse sand)
45	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
46	Cement mortar 1:4 (1 cement :4 coarse sand)
47	Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
48	CLADDING WORK
49	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
50	WOOD AND P.V.C. WORK
51	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
52	Fixed to steel windows by welding
53	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
54	300x16 mm
55	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
56	200x10 mm
57	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
58	125 mm
59	Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
60	300 mm weighing not less than 200 gms
61	STEEL WORK
62	Structural steel work riveted, bolted or welded 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.
63	Providing and fixing 1mm 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 fittings complete, including applying a priming coat of approved steel primer.
64	Using M.S. angles 40x40x6 mm for diagonal braces
65	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 B and 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, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
66	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)
67	Welding by gas or electric plant including transportation of plant at site etc. complete.
68	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
69	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
70	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
71	4.0 mm thick glass panes
72	FLOORING
73	Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
74	1:6 (1cement : 6 coarse sand)
75	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
76	40 mm thick with 20 mm nominal size stone aggregate
77	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
78	18 mm thick
79	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
80	40 mm wide and 4 mm thick
81	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
82	ROOFING
83	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
84	In 75x75 mm deep chase
85	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.
86	110 mm diameter
87	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.
88	Single tee with door
89	110x110x110 mm
90	Bend 87.5°
91	110 mm bend
92	Shoe (Plain)
93	110 mm Shoe
94	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
95	110 mm
96	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated \"J\" or \"L\" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.
97	2 mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\" or 3\" or 6\" ) as specified
98	FINISHING
99	12 mm cement plaster of mix :
100	1:6 (1 cement: 6 coarse sand)
101	15 mm cement plaster on rough side of single or half brick wall of mix:
102	1:6 (1 cement: 6 coarse sand)
103	12 mm cement plaster finished with a floating coat of neat cement of mix :
104	1:4 (1 cement: 4 fine sand)
105	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
106	Flush / Ruled/ Struck or weathered pointing
107	White washing with lime to give an even shade :
108	New work (three or more coats)
109	Finishing walls with Acrylic Smooth exterior paint of required shade :
110	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
111	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
112	Two or more coats on new work
113	White washing with lime to give an even shade :
114	Old work (two or more coats)
115	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
116	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
117	One or more coats on old work
118	Finishing walls with Acrylic Smooth exterior paint of required shade :
119	Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
120	REPAIRS TO BUILDINGS
121	Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.
122	With cement mortar 1:4 (1 cement : 4 fine sand)
123	Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consistfollowing operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and otherdeposits. (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 loose particles shall be removal from the surface. (v)Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge.
124	DISMANTLING & DEMOLISHING
125	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
126	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
127	Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
128	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
129	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
130	In cement mortar
131	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
132	Of area 3 sq. metres and below
133	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
134	Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of:
135	T\" or \"L\" iron or pipe
136	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
137	Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
138	bituminous road
139	Dismantling C.I. 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge:
140	Up to 150 mm diameter
141	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
142	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
143	ROAD WORK
144	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 of barbed wire used.
145	With G.I. barbed wire
146	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
147	WATER SUPPLY
148	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
149	50 mm nominal dia Pipes
150	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
151	50 mm nominal dia Pipes
152	65 mm nominal dia Pipes
153	80 mm nominal dia Pipes
154	100 mm nominal dia Pipes
155	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. INTERNAL WORK - EXPOSED ON WALL
156	15 mm dia nominal bore
157	20 mm dia nominal bore
158	25 mm dia nominal bore
159	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
160	15 mm dia nominal bore
161	20 mm dia nominal bore
162	25 mm dia nominal bore
163	32 mm dia nominal bore
164	40 mm dia nominal bore
165	50 mm dia nominal bore
166	80 mm dia nominal bore
167	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 :
168	25 to 40 mm nominal bore
169	50 to 80 mm nominal bore
170	Providing and fixing brass bib cock of approved quality :
171	15 mm nominal bore
172	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
173	25 mm nominal bore
174	32 mm nominal bore.
175	40 mm nominal bore
176	50 mm nominal bore
177	65 mm nominal bore
178	80 mm nominal bore
179	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
180	20 mm nominal bore
181	25 mm nominal bore
182	Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):
183	Up to 300 mm dia
184	Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
185	Up to 300 mm dia
186	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :
187	100 mm dia pipe
188	150 mm dia pipe
189	200 mm dia pipe
190	250 mm dia pipe
191	300 mm dia pipe
192	Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
193	100 mm diameter pipe
194	150 mm diameter pipe
195	200 mm diameter pipe
196	250 mm diameter pipe
197	300 mm diameter pipe
198	Supplying pig lead at site of work.
199	Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
200	80 mm diameter pipe
201	100 mm diameter pipe
202	150 mm diameter pipe
203	250 mm diameter pipe
204	300 mm diameter pipe
205	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
206	100 mm diameter
207	Class II
208	150 mm diameter
209	Class II
210	200 mm diameter
211	Class II
212	250 mm diameter
213	Class II
214	300 mm diameter
215	Class II
216	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
217	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
218	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
219	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
220	Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
221	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
222	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :
223	15 mm diameter pipe
224	20 mm diameter pipe
225	25 mm diameter pipe
226	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
227	15 mm diameter pipe
228	20 mm diameter pipe
229	25 mm diameter pipe
230	32 mm diameter pipe
231	40 mm diameter pipe
232	50 mm diameter pipe
233	80 mm diameter pipe
234	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
235	15 mm diameter pipe
236	20 mm diameter pipe
237	25 mm diameter pipe
238	32 mm diameter pipe
239	40 mm diameter pipe
240	50 mm diameter pipe
241	80 mm diameter pipe
242	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):
243	15 mm nominal bore
244	20 mm nominal bore
245	25 mm nominal bore
246	32 mm nominal bore
247	40 mm nominal bore
248	50 mm nominal bore
249	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 :
250	15 mm nominal bore
251	20 mm nominal bore
252	25 mm nominal bore
253	32 mm nominal bore
254	40 mm nominal bore
255	50 mm nominal bore
256	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
257	150 mm dia nominal bore
258	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :
259	Up to 600 mm dia
260	Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
261	Up to 600 mm dia
262	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
263	100 mm dia pipes
264	150 mm dia pipes
265	200 mm dia pipes
266	250 mm dia pipes
267	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
268	100 mm dia Ductile Iron Class K-7 pipes
269	150 mm dia Ductile Iron Class K-7 pipes
270	Cutting holes up to 30x30 cm in walls including making good the same:
271	With common burnt clay F.P.S. (non modular) bricks
272	DRAINAGE
273	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
274	100 mm diameter
275	150 mm diameter
276	200 mm diameter
277	250 mm diameter
278	300 mm diameter
279	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
280	100 mm diameter S.W. pipe
281	150 mm diameter S.W. pipe
282	200 mm diameter S.W. pipe
283	250 mm diameter S.W. pipe
284	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
285	300 mm diameter S.W. pipe
286	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
287	150 mm dia. R.C.C. pipe
288	250 mm dia. R.C.C. pipe
289	300 mm dia. R.C.C. pipe
290	450 mm dia. R.C.C. pipe
291	600 mm dia. R.C.C. pipe
292	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
293	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
294	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
295	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :
296	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
297	Extra for depth for manholes :
298	Size 90x80 cm
299	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
300	Size 120x90 cm
301	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
302	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
303	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
304	M D - 10
305	Circular shape 500 mm internal diameter
306	H D - 20
307	Circular shape 560 mm internal diameter
308	EHD - 35
309	Circular shape 560 mm internal dia
310	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
311	For pipes 100 to 250 mm diameter
312	For pipes 250 to 300 mm diameter
313	For pipes 350 to 450 mm diameter
314	Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge:
315	Rectangular manhole 90x80 cm and 45 cm deep
316	Rectangular manhole 120x90 cm and 90 cm deep
317	Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) :
318	Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5
319	Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
320	Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20
321	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
322	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
323	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
324	450 mm dia RCC pipes.
325	600 mm dia RCC pipes.
326	MINOR CIVIL MAINTENANCE WORK:
327	\"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded brick aggregate 40 mm nominal size derived from natural sources)
328	\"Providing and fixing cast iron butterfly valves with bolts, nuts, etc. complete, of CRANE or approved equivalent make & quality.\"
329	80 mm dia
330	100 mm dia
331	150 mm dia
332	\" P/F C.I. D joints to C.I. pipes i/c cutting the C.I. pipe, rubber gasket etc. with necessary arrangements etc. complete. \"
333	80 mm diameter.
334	100 mm diameter
335	150 mm diameter
336	250 mm diameter
337	\"P/F gun metal ball valve of Zoloto, Leader or approved equivalent make & quality with necessary arrangements etc. complete. \"
338	15 mm nominal bore.
339	20 mm nominal bore
340	25 mm nominal bore
341	32 mm nominal bore
342	40 mm nominal bore
343	50 mm nominal bore
344	\"P/F S.S. flanged (Fire Hydrant)Landing valve 80x63 mm suitable for connecting fire hose reel of standard size with all nuts,bolts, rubber packing and washers etc. complete.\"
345	\"Providing and fixing cast iron doubleflanged horizontal type non return valve including 2 nos. matching flanges, nuts, bolts, 3.0 mm thick compressed gasket complete.\"
346	150 mm diameter
347	\"Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead:80 mm diameter pipe.\"
348	\"Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail piece if required will be paid separately): 80 mm diameter. Class II. \"
349	\"P/F controllers with low voltage releys, float type with PVC shroud, wiring from tank top to probes of required length ( No. of probs as requiredfor function of each controller): To open solenoid valve on low water level in the over head water tank and to close when high water level in the OH tank, Nolta make or approved equivalent make.\"
350	\"P/F Motorized valve in tank filling line near the tanks i/c required fitting etc. complete in all respect, Honey wall or approved equivalent make.\"
351	25 mm diameter.
352	40 mm diameter
353	50 mm diameter
354	\"P/F 3 mm thick acrylic plates of size 9\"x 8\" with screen printing writing and necessary screws etc. complete in all respect.\"
355	\"Providing and fixing pressure switch suitable till 7 kg/ cm2 pressure with pressure difference settings of Danfoss or approved equivalent make.\"
356	\"Providing and fixing pressure gauge with pressure range 0-7 kg / cm2 approved make.\"
357	\"Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :\"80 mm diameter pipe
358	\"P/F C.I. ball valve of approved quality with necessary arrangements etc. Complete.20 mm nominal bore.\"
359	Dismantling of old RCC pipes up to 300 mm dia i/c breaking of joints, taking out the pipes and disposal of unserviceable material up to 50 meter lead.
360	P/F Unplasticized PVC pipe 160 mm dia of 6 Kg/sqm. in the length of 6 meters for the purpose of vent pipes with all necessary arrangement etc. complete as per direction of Engineer In - Charge.
361	Providing and fixing of precast RCC grating with frame 50045070 mm in required slope for road gully chambers i/c dismantling, taking out existing frame & cover, repairing/ plastering with neat cement in required size and finishing etc. complete
362	\" P/F C.I. D joints to C.I. pipes i/c cutting the C.I. pipe, rubber gasket etc. with necessary arrangements etc. complete. \"
363	200 mm dia
364	Fixing of polycrete cover with frame in required slope for road gully chamber i/c cutting the road in required size and finishing etc. complete.
365	P/F level controllers/ float switch with low voltage releys, float type with PVC shroud, with 10 meter minimum cable/wiring from tank top to probes of required length. To open solenoid/Motorized valve on low water level and close when high water level in the OH/UG water tank, Nolta or approved equivalent make.
366	Supply and Fixing of precast RCC cover with frame in required slope for road gully chamber i/c taking out old frame and cutting the road in required size and finishing etc. complete.
367	Replacement of Damaged Magnetic coil of solenoid valve i/c taking out old coil etc complete in all respect.
368	Repairing of collar joints of NP2 Class RCC pipes 300 mm dia i/c breaking and cleaning of joints and providing new joint with existing collar with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.

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Tender For Annual Contract For Minor Works For All External Water Supply, Drainage And Sewage Disposal System In Whole Campus Of Iit Kanpur, Mwcc1, Kanpur-Uttar Pradesh

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Tender For Annual Contract For Minor Works For All External Water Supply, Drainage And Sewage Disposal System In Whole Campus Of Iit Kanpur, Mwcc1, Kanpur-Uttar Pradesh

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