Tender For Repair And Construction Of Open Drains, Deep Sewer Line, Manholes, Chambers & Dustbins Etc. On Peripheral Approach In Common Area Excluding Residences And Department At Iit Roorkee., Roorkee-Uttarakhand

TDR : 55582228

Tender Notice
BOQ

20 Days Left

Roorkee , Uttarakhand

Tender Brief : Tender For Repair And Construction Of Open Drains, Deep Sewer Line, Manholes, Chambers & Dustbins Etc. On Peripheral Approach In Common Area Excluding Residences And Department At Iit Roorkee.

Document Fees
₹ 1180 /-

EMD
₹ 34000.0 /-

Tender Value
Refer document

Submission Date
11-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Added for Extra cartage of manure or sludge by Mechanical Transport including loading, unloading and stackin beyond 5 Km upto 10 km. Actual distance from IIT Roorkee .
2	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 lift upto 1.5 m, as directed by Engineer-incharge
3	All kinds of soil
4	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
5	Depth not exceeding 1.5 m
6	Depth exceeding 1.5 m but not exceeding 3 m
7	Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
8	Depth not exceeding 1.5 m
9	Depth exceeding 1.5 m but not exceeding 3 m
10	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.
11	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete..
12	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
13	All kinds of soil
14	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
15	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
16	1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
17	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
18	1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
19	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
20	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
21	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 :
22	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
23	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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
24	Centering and shuttering including strutting, propping etc. and removal of form for :
25	Foundations, footings, bases of columns, etc. for massconcrete
26	Suspended floors, roofs, landings, balconies and accessplatform
27	Lintels, beams, plinth beams, girders, bressumers andcantilevers
28	Columns, Pillars, Piers, Abutments, Posts and Struts
29	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
30	Thermo-Mechanically Treated bars of grade Fe-500D or more
31	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
32	Thermo-Mechanically Treated bars of grade Fe-500D or more.
33	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
34	Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand case of suspended floor and bricks laid in mud mortar in case of landings and steps, including subsequent removal and cleaning of the same.
35	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
36	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
37	Cement mortar 1:4 (1 cement : 4 coarse sand)
38	Cement mortar 1:6 (1 cement : 6 coarse sand)
39	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 :
40	Cement mortar 1:4 (1 cement : 4 coarse sand)
41	Cement mortar 1:6 (1 cement : 6 coarse sand)
42	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.
43	Cement mortar 1:4 (1 cement :4 coarse sand)
44	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
45	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).
46	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
47	Fixed to steel windows by welding
48	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
49	300x16 mm
50	250x16 mm
51	Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxidized as per IS: 1378)
52	250x10 mm
53	200x10 mm
54	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378)
55	125 mm
56	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.
57	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.
58	Using M.S. angels 40x40x6 mm for diagonal braces
59	Using flats 30x6mm for diagonal braces and central cross piece
60	Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
61	Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
62	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
63	M.S. tube
64	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:
65	1:6 (1cement : 6 coarse sand)
66	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.
67	40 mm thick with 20 mm nominal size stone aggregate
68	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.
69	18 mm thick
70	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
71	40 mm wide and 4 mm thick
72	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) :
73	25 mm thick
74	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
75	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and russes and including cutting to size and shape wherever required..
76	12 mm cement plaster of mix :
77	1:4 (1 cement: 4 coarse sand)
78	1:6 (1 cement: 6 coarse sand)
79	15 mm cement plaster on rough side of single or half brick wall of mix :
80	1:4 (1 cement: 4 coarse sand)
81	1:6 (1 cement: 6 coarse sand)
82	Pointing on brick work with cement mortar (1:3) : Flush / Ruled/ Struck or weathered pointing
83	INTERIOR FINISHING
84	White washing with lime to give an even shade :
85	New work (three or more coats)
86	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
87	EXTERIOR FINISHING
88	Finishing walls with water proofing cement paint of required shade :
89	New work (Two or more coats applied @ 3.84 kg/10 sqm)
90	Applying priming coat :
91	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
92	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
93	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
94	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
95	FINISHING
96	White washing with lime to give an even shade :
97	Old work (one or more coats) .
98	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
99	Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
100	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
101	One or more coats on old work
102	Painting with aluminium paint of approved brand and manufacture to give an even shade
103	One or more coats on old work
104	Finishing walls with water proofing cement paint of required shade :
105	Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
106	Old work (one or more coats @ 2.20 kg/10 sqm) complete.
107	Finishing walls with Acrylic Smooth exterior paint of required shade :
108	Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface).
109	Old work (One or more coat applied @ 0.90 ltr/10 sqm).
110	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, allcomplete as per direction of Engineer-in-Charge.
111	With cement mortar 1:4 (1cement: 4 coarse sand)
112	Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
113	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
114	Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
115	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.
116	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.
117	In cement mortar
118	Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
119	From brick work in cement mortar
120	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
121	Of area 3 sq. metres and below
122	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.
123	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.
124	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.
125	Brick edging in full brick width and half brick depth includingexcavation, refilling and disposal of surplus earth lead upto 50 metres
126	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
127	Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
128	bituminous portion
129	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
130	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
131	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
132	Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps
133	100 mm diameter
134	150 mm diameter
135	200 mm diameter
136	250 mm diameter
137	300 mm diameter
138	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 :
139	100 mm dia. R.C.C. pipe
140	150 mm dia. R.C.C. pipe
141	250 mm dia. R.C.C. pipe
142	300 mm dia. R.C.C. pipe
143	450 mm dia. R.C.C. pipe
144	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 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 :
145	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) :
146	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
147	With Sewer bricks conforming to IS : 4885
148	Inside size 120x90 cm and 90 cm deep including C.I. coverwith frame (medium duty) 500 mm internal diameter, totalweight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :
149	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
150	With Sewer bricks conforming to IS : 4885
151	Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design :
152	0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :
153	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
154	With Sewer bricks conforming to IS : 4885
155	Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
156	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
157	Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :
158	1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
159	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
160	With Sewer bricks conforming IS : 4885
161	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :
162	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
163	Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :
164	2.30 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :
165	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
166	Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :
167	With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5
168	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 stoneaggregate 20 mm nominal size) complete as per design.
169	Supplying and fixing C.I. cover without frame for manholes :
170	455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg
171	500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
172	560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
173	Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
174	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 :
175	For pipes 100 to 250 mm diameter
176	For pipes 250 to 300 mm diameter
177	For pipes 350 to 450 mm diameter
178	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:
179	Rectangular manhole 90x80 cm and 45 cm deep
180	Rectangular manhole 120x90 cm and 90 cm deep
181	Rectangular arch type manhole 140x90 cm and 2.45 m deep
182	Circular manhole 122 cm diameter and 1.68 m deep
183	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) :
184	Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5
185	Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
186	Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20
187	Brick work with old brick (supplied free of cost at our stores) in foundation and plinth in:
188	Cement mortar 1:4 (1 cement : 4 coarse sand)
189	Cement mortar 1:6 (1 cement : 6 coarse sand)
190	Brick work with old brick (supplied free of cost at our stores) in superstructure above plinth level up to floor V level in all shapes and sizes in :
191	Cement mortar 1:4 (1 cement : 4 coarse sand)
192	Cement mortar 1:6 (1 cement : 6 coarse sand)
193	Half brick masonry with old brick (supplied free of cost at our stores) in superstructure above plinth level up to floor V level. - Cement mortar 1:4 (1 cement :4 coarse sand)
194	Fixing of old girder or grill in position including welding drilling cutting etc. complete (labour rate only)
195	Providing laying and jointing 150 mm dia PVC pipe of ist quality complete in all respect.
196	Providing laying and jointing 110 mm dia PVC pipe of ist quality complete in all respect
197	Providing laying and jointing 75mm dia PVC pipe of ist quality complete in all respect
198	Providing laying and jointing 50 mm dia PVC pipe of ist quality complete in all respect
199	P/F 1 mm thick MS sheet shutter with frame of 35x35x5m angle & 35x5 mm diagonal bracing and i/c lock rail, tower belt etc. complete.
200	Extra for Slush/Sludge removal from the existing drain including necessary dewatering with disposal
201	Providing, laying and fixing following dia PVC pipe heavy duty in ground for sewer line comple with socket, jointing including complete as per Engineer Incharge:- 160 mm dia (OD)
202	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 aggregated 40mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 600x600 mm and 1000mm deep including CI cover with frame (medium duty) with F.P.S. bricks class designation 75
203	Extra for depth for manholes size 600x600mm with FPS bricks class designation 75
204	For Calculation purpose Only
205	Sub Total (A) Please Enable Macros to View BoQ information

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Tender For Repair And Construction Of Open Drains, Deep Sewer Line, Manholes, Chambers & Dustbins Etc. On Peripheral Approach In Common Area Excluding Residences And Department At Iit Roorkee., Roorkee-Uttarakhand

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