Tender For Construction Of New Boys Hostel (B+G+6) At Pec (Deemed To Be University) Sector-12 Chandigarh., Chandigarh-Chandigarh

TDR : 54701040

Tender Notice
BOQ

9 Days Left

Chandigarh , Chandigarh

Tender Brief : Tender For Construction Of New Boys Hostel (B+G+6) At Pec (Deemed To Be University) Sector-12 Chandigarh.

Document Fees
Refer document

EMD
₹ 3353031.0 /-

Tender Value
₹ 23.53 Crore /-

Submission Date
27-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	SH. 1.00 Earth work:
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 for all lift, as directed by Engineer-in-charge.
3	All kinds of soil
4	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 for all lift.
5	Extra for every additional lift of 1.5m or part there of in excavation / banking excavated or stacked materials.
6	All Kinds of Soil
7	Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete.
8	Carriage of Material by mechanical transport, including loading , unloading and Stacking
9	Earth, (lead upto 2 KM)
10	SH. 2.00 Cement Concrete work:
11	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
12	1:1½ :3 (1cement : 1½ coarse sand :3 graded stone aggregate 20 mm nominal size)
13	a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
14	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)
15	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
16	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).
17	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.
18	SH. 3.00 Reinforced Cement Concrete work:
19	Centering and shuttering including strutting, propping etc. and removal of form for all heights:
20	Foundations, footings, bases of columns, etc. for mass concrete
21	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc..
22	Suspended floors, roofs, landings, balconies and access platform.
23	Shelves (Cast in situ)
24	Lintels,beams, plinth beams, girders, bressumers & cantilevers.
25	Columns, Pillars, Piers, Abutments, Posts and Struts
26	Stairs, (excluding landings) except spiral-staircases
27	Edges of slabs and breaks in floors and walls
28	Under 20 cm wide
29	Extra for additional height in centering, shuttering where ever required with adequate bracing,propping etc., including cost of de-shuttering and decentering at all levels,over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).
30	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
31	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
32	Thermo-Mechanically Treated bars of grade Fe- 500D or more
33	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
34	Thermo-Mechanically Treated bars of grade Fe 500 D or more
35	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
36	All works upto plinth level
37	Concrete of M-30 grade with minimum cement content of 350 Kg/Cum.
38	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/ Portland slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete to improve Durability and workability without impairing strength, Including pumping of concrete to site of laying , curing , carriage for all leads ; but exculding the cost of centering , , shuttering finishing and reinforcement as per direction of the Engineer-in-charge for the following grades of concrete . Note: Extra cement upto 10% of the minimum specified cement content in design mix shall be payable separately . In case of cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear cost of the extra cement.
39	All work above plinth level upto floor V level
40	Concrete of M-30 grade with minimum cement content of 350 Kg/Cum.
41	Add for using extra cement in the items of design mix over and above the specified cement content therein.
42	Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.
43	SH. 4.0 Brick work
44	Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in foundation and plinth in:
45	Cement mortar 1:6 (1 cement : 6 coarse sand)
46	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 :
47	Cement mortar 1:6 (1 cement : 6 coarse sand)
48	Extra for brick work/AAC block masonry/Tile brick masonry in super- structure above floor V level, for each four floors or part thereof by mechanical means.
49	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.
50	Cement mortar 1:4 (1 cement :4 coarse sand)
51	Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.
52	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
53	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
54	From ground level upto plinth level
55	Above plinth level upto floor V level
56	Providing and laying autoclaved aerated concrete blocks masonry with 100 mm thick/125mm thick with grade-I AAC blocks of density 551 to 650 kg/cum confirming to IS:2185(Part-3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
57	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).
58	Providing and laying autoclaved aerated concrete blocks masonry with 150mm to 300mm thick with grade-I AAC blocks of density 551 to 650 kg/cum confirming to IS:2185 (Part-3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
59	SH 5.00 Cladding Work
60	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machinecut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
61	Granite stone slab colour black, Cherry/Ruby red
62	Area of slab upto 0.50 sqm
63	Area of slab over 0.50 sqm
64	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.complete.
65	Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
66	8mm thick
67	Granite of any colour and Shade
68	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
69	Granite Stone of approved shade
70	SH. 6.00 Wood work & PVC Work
71	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
72	Second class teak wood
73	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
74	30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
75	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
76	Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :
77	20 mm dia
78	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564,embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
79	Providing and fixing 304 grade Stainless Steel satin finish sliding door bolt of size 300 x 16mm of Kich or of equivalent make and series with with nuts and screws etc. all complete.
80	Providing and fixing 304 grade Stainless Steel satin finish sliding door bolt of size 250 x 16mm of Kich or of equivalent make and series with with nuts and screws etc. all complete.
81	Providing and fixing 304 grade Stainless Steel satin finish square shape tower bolt of size 250x10 mm of Kich cat no TBS310S or of equivalent make and series with necessary CP brass screws etc all complete.
82	Providing and fixing 304 grade Stainless Steel satin finish square shape tower bolt of size 150x10 mm of Kich cat no TBS36S or of equivalent make and series with necessary CP brass screws etc all complete.
83	Providing and fixing 304 grade Stainless Steel satin finish C-type door pull handles of size 22x200 mm of Kich PRDHC2208S or of equivalent make and series as approved by Engineer-in-charge with necessary screws etc all complete.
84	Providing and fixing 304 grade Stainless Steel satin finish hanging floor Twin rubber door stopper of Kich or of equivalent make and series with necessary screws etc all complete. (NS)
85	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
86	Providing and fixing magnetic catcher of approved quality in cupboard/ward robe shutters, including fixing with necessary screws etc. complete.
87	Double strip horizontal type
88	Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
89	1.0 mm thick
90	Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge.
91	Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.
92	With 12 mm mild steel U beading
93	Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.
94	With uPVC beading (included in upvc window item)
95	Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head, compri-sing of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS1367: Part 1to14, plastic packers,plastic caps & necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc.
96	After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.
97	Wire mesh /Glazing of plain/ toughened/ laminated/ double glass unit with /without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.
98	Note: Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for :(i) Sites with basic wind speed > 45 m/sec as per IS 875-Part 3 (ii) Sites with structure height more than 20m for all wind speeds
99	Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
100	Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m).
101	Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
102	Using R2 series with frame (65mm & above) x (40mm & above) & glazed sash (25mm & above) x (50mm & above) & fly screen sash (18mm & above) x (40mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre).
103	Using R3 series with frame (85mm & above) x (40mm & above) & glazed sash (30mm & above) x (55mm & above) & fly screen sash (20mm & above) x (50mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8 metre).
104	Fixed window / ventilator without mullion / transom.
105	Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 metre)
106	Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 metre)
107	Fixed window / ventilator with mullion / transom.
108	Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 metre)
109	Ventilator Casement window single panel with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coated handles.
110	Using R2 series with frame (39mm & above ) x (39mm & above) & sash/mullion (39mm & above) x (60mm & above). (Height upto 1.2 metre)
111	Casement door double panel with French (False) Mullion with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.
112	Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 metre).
113	Providing and fixing Pre-laminated medium density fibre board IS:14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately).
114	Pre-laminated with decorative lamination one side and other side balancing lamination exterior Grade-I MDF Board 18 mm thick confirming to IS:14587
115	Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete.
116	25 mm thick.
117	Providing and fixing factory made lSl marked partially insulated metal fire rated doorset assembly, for staircase / exit pathwayand refuge areas applications, consisting of galvanized iron steel frame and single leaf shufter including necessary hardware accessories, conforming to FD 120 Pl classification of lS 3614 :2021 wilh fire rating of 120 minutes integrity and 30 minutes insulation. The door frame and shutter shall be made out of minimum 1.20 mm thick Gl Sheet with minimum 120 GSM Zinc coating as per lS: 277. The entire fire rated doorset assembly shall be tested in latched condition as per lS 175'18 (Part -'l).2022
118	Frame:
119	The farme shall be of minimum size 90 x 60 mm with grooved profile to take appropriate fire rated smoke seal, having mitred cut ioint (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush fixing as per lS 4351. The smoke seal material shall be of EPDM tested in accordane with ASTM E-84 of minimum size 10x 4mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed to the three sides to masonary wall opening with CSKHex headed fastner of minimum 8 mm dia size and minimum 80mm long with 8mm dia Polyamide sleeves @ 5 numbers at each on vertical sides and 2 numbers on horlzontal top side.
120	Door shutter:
121	The double skinned single leaf partially insulated iire rated door shutters shall be consisting of minimum 50 mm thick and having box like structure, slots cut and holes punched, for fixing of hardwares with stiffners as per lS: 16074 including resin bonded mineral wool / ceremic wool inflll material of minimum density 96 kg/cum. Door leaf shall be provided with vision panel, having maximum area of 0.06 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on anangement and fire rated ceramic tape having minimum size l3x2 mm to be fixed all around the glass on both the sides. The intumescent seal of minimum size 15x1.5 mm or of size as per test evidence shall be fixed on all the three edges of the door leaf. The door shutter shall be mounted on the frame with SS 304 grade ball bearing butt hinges as per EN 1935 .2002 or butt hinges as per lS 12817, of minimum size 100x75x3 mm @ 5 numbers hinges upto 2400mm height or as per test evidence, whichever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories.
122	Hardware Accessories:
123	Fire doorset assembly shall be provided with one number of Single point Panic push bar (cross bar) device of desired finish as per EN 1125 and one number external trim including half cylinder of 42mm long with one side key as per EN 1125. One number heavy duty door closer of size EN 3-5 with standard arm, of desired finish (suitable upto 1250 mm door width) conforming to lS 3564/EN 1154.
124	Finishing:
125	Both frame and door shufters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per lS:1387'l of approved colour and shade all complete as per manufactureds specifications and as per direction of the Engineer-in-charge.
126	lnstallation: The hollow space in the door frame shall be filled / injected with fire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. The rate shall be inclusive of complete fire rated door assembly, supply and installation by the approved manufacturer.
127	Single leaf Partially lnsulated metal fire rated doorset of FD 120 Pl classification with 120 minutes integrity and 30 minutes insulation as per lS: 3614:2021-For Staircase/ Exit pathway/ Refuge area etc.
128	SH. 7.00 Steel Work
129	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
130	Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
131	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
132	Profile B
133	Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
134	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
135	Hot finished welded type tubes
136	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.
137	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
138	Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/masonry, etc. as per direction of Engineer-in-charge.
139	10 x 80 mm
140	SH. 8.00 Flooring
141	Extra for marble/granite stone flooring in treads of steps and risers using single length up to 2.00 metre.
142	Providing and fixing 1st quality ceramic glazed wall tiles of size 300×600 mm 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 Classic grey tile adhesive @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
143	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
144	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
145	Double charge vitrified tile polished finish of size
146	Size of Tile 600 x 600 mm
147	Size of Tile 800 x 800 mm
148	Glazed Vitrified tiles Matt/Antiskid finish of size
149	Size of Tile 600 x 600 mm
150	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
151	Size of Tile 600x600 mm
152	Size of Tile 800x800 mm
153	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.
154	Size of Tile 600 x 600 mm
155	Size of Tile 800 x 800 mm
156	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
157	Full body, Size of Tile (600 x 600 mm )
158	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
159	Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
160	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
161	Polished Granite stone slab colour of Black, Cherry/ Ruby Red or equivalent
162	Granite stone slab 18mm thick of required shape in risers of steps, skirting, dado and pillars laid on 12mm thick (average) cement mortar 1:3 (1 cement :3 coarse sand) and jointed with with grey cement mixed with pigment to match the shape of the slabs including rubbing and polishing complete.
163	Providing finished 18mm granite stone strip nosing 36mm wide as per Drawing fixed with araldite, chamfering, grinding and polishing edges complete as per directions of Engineer-in-charge.
164	SH. 9.00 Roofing:
165	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.
166	110 mm diameter
167	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.
168	Coupler
169	110 mm
170	Bend 87.5°
171	110 mm bend
172	Shoe (Plain)
173	110 mm Shoe
174	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.
175	110 mm
176	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
177	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
178	GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595mm and 0.5mm thick with 8mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece.
179	Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge.
180	Providing & fixing or panelling with 12mm thick security glass for courtyard skylight area including fixing with silicon adhesive all complete as per requirements and directions of Engineer-in-charge.
181	SH: 10.00 Finishing
182	12 mm cement plaster of mix :
183	1:6 (1 cement: 6 fine sand)
184	Providing and fixing 22 gauge chicken wire mesh in required size and shape fixed with bombay nails on vertical and horizontal junction of RCC and AAC blocks masonry i/c scafolding all leads and lifts etc. before plastering of surface all complete as per Direction of Engineer -In-Charge.
185	15 mm cement plaster on the rough side of single or half brick wall of mix :
186	1:6 (1 cement: 6 fine sand)
187	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
188	Finishing walls with textured exterior paint of required shade :
189	New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
190	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
191	Two or more coats on new work
192	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.
193	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
194	Two coats sqm
195	6mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-in-Charge.
196	SH 11.00 Road Work
197	Preparation of sub grade at cutting portion. Loosening of the ground upto a level of 150 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge.
198	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
199	Note: Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.
200	Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
201	Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
202	Using grade 'A' sealing compound conforming to IS: 1834.
203	Providing and fixing of factory manufactured precast concrete kerb of Size 300 x 300 having 150 mm thick duly vibrated mechanical and compacted made of PCC 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs/channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-In-Charge.
204	Construction of granular sub-base by providing coarse graded material, Spreading in uniform layer with tractor on prepared surface, mixing by mix in place method with rotavtor at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grading-1)
205	Providing and laying tactile tile (for vision impaired persons as per standards)of size 300x300x9.8mm having with outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
206	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 50mm 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.
207	60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
208	SH. 12.00 Aluminium work
209	Providing and fixing 6 mm thick glass for glazing in upvc windows, ventilators and partition etc. including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
210	SH. 13.00 Water Proofing
211	Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :
212	(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
213	(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
214	(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
215	Using rough kota stone.
216	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge :
217	Using rough Kota stone
218	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
219	(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
220	(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
221	The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
222	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
223	(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
224	(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
225	(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
226	(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
227	(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
228	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
229	Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site
230	continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
231	Providing & fixing GRC Tile of size 230mmx75mmx15mm conforming to IS:1237 in approved design, size, texture, thickness, pattern and color on wall cladding upto all height as per the architectural drawing & approval from architect/owner,including necessary scaffoldings required for installation. The Tile shall confirm to IS :1237-1980. The composition of tiles should be ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofing agents and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The tiles should be applied on a rough plaster of cement mortar 1:3 (1 cement: 3 coarse sand) and the fixing of tiles should be done by tile adhesive as per manufacturer’s laying instruction. Installation to be done by specialized vendor in strict supervision if required as per the manufacture's specification
232	Providing and laying machine laid and finished Trimix concrete flooring of 75 mm thickness in basement parking area, using M-20 grade cement concrete, including surface finishing with power trowel, proper compaction by needle vibrators, cutting of contraction / control joints at required intervals, including providing and laying micron polyethylene sheet over prepared base, curing complete, all complete as per specifications, drawings and directions of Engineer-in-Charge.
233	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
234	Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
235	10 x 120
236	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
237	PUBLIC HEALTH SERVICES (WATER SUPPLY, STORM DRAINAGE, SEWER)
238	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
239	All kinds of soil.
240	Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 :
241	All kinds of soil
242	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
243	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
244	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. asrequired.
245	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
246	Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
247	bituminous portion
248	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.
249	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).
250	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
251	Kitchen sink with drain board
252	510x1040 mm bowl depth 225 mm
253	Kitchen sink without drain board
254	610x510 mm bowl depth 200 mm each
255	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer-in-charge.
256	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
257	Flexible pipe
258	40/32 mm dia
259	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
260	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
261	Providing and fixing toilet paper holder :
262	C.P. brass
263	Providing and fixing soil, waste and vent pipes :
264	100 mm dia
265	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
266	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
267	75 mm dia
268	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989
269	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
270	Providing and fixing plain bend of required degree.
271	100 mm dia
272	Sand cast iron S&S as per IS - 3989
273	75 mm dia
274	Sand cast iron S&S as per IS - 3989
275	Providing and fixing heel rest sanitary bend
276	100 mm dia
277	Sand cast iron S&S as per IS - 3989
278	75 mm dia
279	Sand cast iron S&S as per IS - 3989
280	Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
281	100x100x100 mm
282	Sand cast iron S&S as per IS - 3989
283	75x75x75 mm
284	Sand cast iron S&S as per IS - 3989
285	Providing and fixing single equal plain junction of required degree :
286	100x100x100 mm
287	Sand cast iron S&S as per IS - 3989
288	75x75x75 mm
289	Sand cast iron S&S as per IS - 3989
290	Providing and fixing terminal guard :
291	100 mm
292	Sand cast iron S&S as per IS - 3989
293	75 mm
294	Sand cast iron S&S as per IS - 3989
295	Providing and fixing collar :
296	100 mm
297	Sand cast iron S&S as per IS - 3989
298	Sand cast iron S&S as per IS - 3989
299	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
300	100 mm dia
301	SS 304 grade coupling with EPDM rubber gasket
302	75mm dia
303	SS 304 grade coupling with EPDM rubber gasket
304	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :
305	100 mm
306	75 mm
307	Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :
308	100 mm
309	75 mm
310	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, i/c cost of cutting and making good the walls and floors :
311	100 mm inlet and 100 mm outlet
312	Sand cast iron S&S as per IS - 3989
313	100 mm inlet and 75mm outlet
314	Sand cast iron S&S as per IS - 3989
315	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
316	Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS : 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge.
317	INTERNAL WORK - EXPOSED ON WALL
318	2025 (25 mm OD) Pipe qty as item no.13.1
319	2532 (32 mm OD)Pipe
320	3240 (40mm OD) Pipe
321	Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PE Composite Pressure Pipes conforming to IS : 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge.
322	Concealed work, including cutting chases and making good the wall etc.
323	1216 (16 mm OD)pipe qty as 13.2.1
324	1620 (20 mm OD) Pipe
325	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.
326	Internal work - Exposed on wall
327	25 mm dia nominal bore
328	32 mm dia nominal bore
329	40 mm dia nominal bore
330	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
331	15 mm dia nominal bore
332	20 mm dia nominal bore
333	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
334	25 mm dia nominal bore
335	65 mm dia nominal bore
336	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
337	25 mm nominal bore
338	32 mm nominal bore.
339	40 mm nominal bore
340	65 mm nominal bore
341	Providing and fixing ball valve (brass) of approved quality,
342	High or low pressure, with plastic floats complete :
343	20 mm nominal bore
344	25 mm nominal bore
345	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
346	25 mm nominal bore
347	Providing and fixing uplasticised PVC connection pipe with brass unions :
348	45 cm length
349	15 mm nominal bore
350	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) :
351	100 mm diameter
352	Class II
353	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 reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 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 :
354	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
355	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 :
356	25 mm diameter pipe
357	32 mm dia nominal bore
358	40 mm dia nominal bore
359	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
360	25mm diameter pipe
361	65 mm diameter pipe
362	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
363	25mm diameter pipe
364	65 mm diameter pipe
365	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
366	25 mm nominal bore
367	32 mm nominal bore.
368	40 mm nominal bore
369	65 mm nominal bore
370	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
371	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
372	Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
373	80 mm dia
374	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS :9523:
375	Up to 600 mm dia
376	Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS:9523:
377	Up to 600 mm dia
378	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes ncluding testing of joints and the cost of rubber gasket:
379	100 mm dia pipes
380	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:
381	100 mm dia Ductile Iron Class K-9 pipes
382	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 :
383	150 mm diameter
384	200 mm diameter
385	Providing and laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
386	150 mm diameter S.W. pipe
387	200 mm diameter S.W. pipe
388	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 :
389	300 mm diameter S.W. pipe/RCC NP-2 pipe
390	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
391	150x100 mm size P type
392	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
393	180x150 mm size P type
394	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
395	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 :
396	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) :
397	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
398	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) :
399	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
400	Extra for depth for manholes :
401	Size 90x80 cm
402	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
403	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 :
404	1.68 m deep with SFRC 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 12 mm thick cement plaster at the external surface shall be paid for separately) :
405	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
406	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :
407	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
408	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 :
409	For pipes 100 to 250 mm diameter
410	Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :
411	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
412	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 :
413	300 mm dia. R.C.C. pipe
414	Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :
415	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
416	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
417	H D - 20
418	Circular shape 560 mm internal diameter
419	EHD - 35
420	Circular shape 560 mm internal dia
421	Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
422	100 mm dia
423	AIR COOLED HEAT PUMP ( FOR HOT WATER ) Supplying, installation , testing & commissioning of Heat pumps system for hot water using heat energy source from ambient air to Hot water, of High efficiency and energy saving operation, capable of heating water at 55⁰ to 60⁰ C with silent operation (the sound level should not exceed 65 dB). The Heat Pump shall have LCD display control panel with built in diagnostic and troubleshooting information and an inbuilt cycle for defrosting in case icing occurs on evaporator including all other mounting, fitting and controls, all interconnecting wiring/cabling between heat pump and electric panel etc including hot water storage tank complete in all respect with but not limited to following specifications. Power Supply V/Ph/Hz : 400V~440V, three Phase, 50Hz. Suggested Maximum output water temperature in 0C: >55 ⁰C, ambient temperature range in 0C: -5 ⁰C~45 ⁰C , Type of Fan : Low Noise axial fan , Suggested Noise level: dB <65 , COP: 3.0 to 4.0. Hot Water Storage Tank consisting of GI/MS/SS cylindrical shape clarifier tank. (inlet temperature of hot water storage tank >550C) suitable for minimum 4 Kg /Sq.cm working pressure. Tank shall be provided with water flow meter, inlet / outlet, overflow, drain connection with cover, 6 mm thick tank, pressure relief valves, pressure gauge at inlet / outlet with isolation cock, thermometer at inlet / outlet, ball Valve, safety valve,check valve etc and capacity of the tank shall be for 03 Hr rated output. The complete system to be tested to a pressure of 10 Kg/cm2 complete in all respects including temperature indicators, thermostat and other required accessories. Tank shall be insulated with 100 mm thick crown 150 grade & 50 mm rock wool pads of approved quality and cladded with 24 SWG aluminium sheet cladding.
424	300 L
425	Providing and fixing of Chainaware Half stall Urinal with fitting , standard size CP Brass flush pipe, spreaders and clamps all in C.P Brass complete in all respect. Cat No.S4020112 Make M-Cere size 375x 390x 590 mm
426	Providing and fixing of Prssmatic urinal valve complete in all respect make : Jaquar or equivalent in same range of AOR
427	Providing and fixing wash basin (FLORENTINE) under counter basin fitted with all fixing acessories setcomplete in all respect as per site requirement size of wash basin 555x425x195mm Cat no. FLS-WHT-5701 make Jaquar
428	Providing and fixing of wall mixture with bend complete in all respect make Jaquar or equivalent in same range of AOR.
429	Providing and fixing Long nose complete in alll respect make Jaquar or equivalent in same range of AOR
430	Providing and Fixing of Kitchen mixture with swining spout complete in all respect make jaquar or equivalent in same range of AOR
431	Providing and fixjmg of corner glass selve complete in all respect make Jaquar or equivalent in same range of AOR.
432	Providing and fixing stainless steel grating with frame for floor traps or drains of reequired pattern including cutting and making good the floors complete.
433	Providing and fixng of shower arm 300 mm long complete in all respect make jaquar or equivalent in same range of AOR
434	Providing and fixing over Overhead Shower 120mm dia Round Shape Single Flow (ABS BodyType), complete in all respects. Make Jaguar or equivalent in same range of AOR
435	Providing and fixing CP brass pressmatic Auto close type pillarcock complete in all respects to the entire satisfaction of EIC. Make Jaquar series PRS 031
436	Providing and fixing 304 grade Stainless Steel 600 mm long towel rack of JAQUAR make Cat. No. ACN-1181FS or of equivalent make & series all complete as per direction of the Engineer-in-charge.
437	Providing and fixing soil, waste and vent pipes :
438	150 mm dia
439	Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
440	Providing and fixing soap dispenser complete in all respect make Jaquar or equivalent in same range of AOR
441	Providing and fixing soap dish complete in all respect make Jauqar or equivalent in same range of AOR.
442	Providing and fixing of Looking glass mirror 5mm thick of approved make with PVC beading 1-1/4\\"x3/4\\" with plastic Hard Board duly fixed on wall with screw / nuts/ clips/rod plug etc. complete in all respect to the entire satisfaction of EIC.
443	Providing and fixing glass urinal partition size 900 X 450 mm complete in all respect make jaquar or equivalent in same range of AOR.
444	Providing and fixing copper armoured cable 3 core 10 sqmm ccomplete in all respect make as per approved make list
445	Supply, laying, testing and commisioning of electrical control pannel suitable for 20 HP submersible pumping set complete in all respect.
446	Providing and fixing C.I. non return valve complete in respect make as per approved make list
447	100 mm dia
448	Providing and fixing of submersible pumping set having minimum discharge 800 LPM and 72 M Head complete in all respect make as per approved make list.
449	Providing and fixing C.P. brass bib cock complete in all respect make Jaquar or equivalent in same range of AOR.
450	Providing and fixing C.P. brass angle valve for basin mixer and geyser points complete in all respect make jaquar or equivalent in same range of AOR.
451	Providing and fixing following drinking water coolers full body stainless steel SS 304, with non CFC hermetically sealed reciprocating / rotary compressor complete in all respects.
452	P/F of Hi Flow water Filter-cum-Purifier Hi flow/ commercial type inculding installation charges 3 Ltr/Minute. Make Aqua Guard Kent/Usha/Brita/Pure-it.
453	Providing and fixing of voltage stablizer 5 KVA compelete in all respect make as per appproved make list.
454	Providing and fixing of towel ring round complete in all respect make jaquaror equivalent in same range of AOR.
455	Providing and fixing toilet cubicle of size upto 1200mmx1550mm and overall height 2055mm including bottom gap with standard dimension including 700 mm wide door. It shall be made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12 mm thick High pressure laminated board..It includes doors, pilasters and intermediate panels finished with approved texture/shade as per the approved detail/shop drawings and as per ISO 22196-2007 (INDIAN STANDARD) and meets the standard of ASTMG2109. The product should have Green Guard Certificate. It also includes providing and fixing in position necessary hardware made out of Stainless Steel Grade 304 like SS door Knob, SS Gravity hinges, SS Thumb turn lockset indicators, SS top rail, SS coat hooks, SS U-Channels, SS adjustable foot, Noise deafening tape, all SS screws, wall plugs etc. and aluminimum coated top rail, all complete as per approved shop drawing by Engineer-in-charge. (All pilasters shall be supported by stainless steel adjustable footing with non corrosive steel inserts.)
456	RAIN WATER HARVESTING SYSTEM
457	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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
458	All kinds of soil
459	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, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m.
460	All kinds of soil.
461	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.
462	All kinds of soil
463	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
464	Extra for every additional lift of 1.5 m or part thereof in.
465	All kinds of soil
466	Depth exceeding 1.50 M but not exceeding 3.00 M
467	Depth exceeding 3.00 M but not exceeding 4.50 M
468	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level.
469	1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
470	REINFORCED CEMENT CONCRETE
471	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
472	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (Under bed of tank)
473	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor level excluding cost of centering, shuttering, finishing and reinforcement.
474	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
475	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
476	Centering and shuttering including strutting, propping etc. and removalof form for :
477	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
478	Suspended floors, roofs, landings, balconies and access platform
479	Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete
480	Cold twisted bars
481	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
482	Cement mortar 1:6 (1 cement : 6 coarse sand)
483	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer using structural steel etc. as required.
484	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
485	12 mm cement plaster finished with a floating coat of neat cement of mix :
486	1:4 (1 cement: 4 fine sand)
487	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:
488	300 mm dia. R.C.C. pipe
489	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 cementand 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 perstandard design :
490	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mminternal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover23 kg and weight of frame 15 kg) :
491	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
492	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) :
493	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
494	Extra for depth for manholes :
495	Size 90x80 cm
496	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
497	Size 120x90 cm
498	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
499	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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.
500	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

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Tender For Construction Of New Boys Hostel (B+G+6) At Pec (Deemed To Be University) Sector-12 Chandigarh., Chandigarh-Chandigarh

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Tender For Construction Of New Boys Hostel (B+G+6) At Pec (Deemed To Be University) Sector-12 Chandigarh., Chandigarh-Chandigarh

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