Tender For Construction Of Bus Station At Vidhan Sabha Chetra Shahabad At District-Hardoi (U.P.), Shahabad, Hardoi-Uttar Pradesh

TDR : 42229789

Tender Notice
Corrigendum Details
BOQ

Expired

Shahabad, Hardoi , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Construction Of Bus Station At Vidhan Sabha Chetra Shahabad At District-Hardoi (U.P.)

Document Fees
₹ 17700 /-

EMD
₹ 401000.0 /-

Tender Value
₹ 2 Crore /-

Submission Date
29-02-2024

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	26-02-2024	Date	Date	29-02-2024

Name of Work: Construction of Bus Station at Vidhan Sabha Chetra Shahabad at District-Hardoi (U.P.) (Tender no. 98/UPPCL/GM-7/E-TENDER/2023-24 Dated-12.02.2024)

Sl. No.	Item Description
1	Construction of Bus Station at Vidhan Sabha Chetra Shahabad at District-Hardoi (U.P.)
2	CIVIL WORKS
3	Excavation infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
4	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
5	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
6	Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
7	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.
8	All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum
9	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 settingof 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 mixor bear the cost of extra cement.
10	All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum
11	Centering and shuttering including strutting, propping etc. and removal of form for :
12	Foundations, footings, bases of columns, etc. for mass concrete
13	Suspended floors, roofs, landings, balconies and access platform
14	Lintels, beams, plinth beams, girders, bressumers and cantilevers
15	Columns, Pillars, Piers, Abutments, Posts and Struts
16	Stairs, (excluding landings) except spiral-staircases
17	Edges of slabs and breaks in floors and walls Under 20 cm wide
18	Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work.
19	Class-150 brick work in 1:6 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
20	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m.
21	Thermo-Mechanically Treated bars work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of work and including supply of all steel and wastage & over lapping and hooks.
22	Providing and fixing bright /matt finished Stainless Steel sliding door bolt of approved quality & make with necessary screws etc all complete. 250x16 mm
23	Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete.
24	250x10 mm
25	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125mm
26	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
27	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) extrudedprofiles 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 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and 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. 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.
28	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.
29	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
30	Three 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.
31	Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre).
32	Providing and fixing glazing in aluminium door, window, ventilator etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.00 mm thickness shutters and partitions etc. with EPDM rubber / neoprene gasket.
33	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.With 12 mm mild steel U beading.
34	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. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
35	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. Using M.S. angles 40x40x6 mm for diagonal braces
36	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
37	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
38	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).
39	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 100 mm
40	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick
41	Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc.
42	Providing and laying \"brick coba\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work.
43	12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
44	15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
45	Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required.
46	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), including grouting the joints with white cement and matching pigments etc., complete.
47	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
48	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. Size of Tile 600x600 mm
49	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.Size of Tile 600x600 mm
50	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.
51	Granite of any colour and shade
52	Area of slab over 0.50 sqm
53	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 : 3 (1 cement : 3 coarse sand) : 25 mm thick
54	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.
55	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
56	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
57	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.
58	Paintingtwocoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. In areas with superior synthetic enamel such as Luxol3Hi gloss aqcolite superlac. Dulux specified finishing
59	INTERNAL W/S AND SANITATION
60	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
61	W.C. pan with ISI marked white solid plastic seat and lid
62	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
63	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
64	Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. 510x1040 mm bowl depth 250 mm
65	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.
66	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
67	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
68	Rectangular shape 453x357 mm
69	Providing and fixing toilet paper holder : c.p brass
70	Providing and fixing soil, waste and vent pipes :100 mm dia
71	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
72	Providing and fixing soil, waste and vent pipes :
73	75 mm diameter : Centrifugally cast (spun) iron socketed pipe as per IS: 3989
74	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
75	For 100 mm dia pipe
76	For 75 mm dia pipe
77	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
78	100 mm dia
79	Sand cast iron S&S as per IS - 3989
80	75 mm dia
81	Sand cast iron S&S as per IS- 3989
82	Providing and fixing heel rest sanitary bend
83	100 mm dia
84	Sand cast iron S&S as per IS - 3989
85	Providing and fixing double equal plain junction of required degree
86	100x100x100x100 mm
87	Sand cast iron S&S as per IS - 3989
88	Providing and fixing double equal plain junction of required degree
89	75x75x75x75 mm
90	Sand cast iron S&S as per IS - 3989
91	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter
92	100 mm
93	75mm
94	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
95	100 mm inlet and 100 mm outlet
96	Sand cast iron S&S as per IS: 3989
97	Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
98	100 mm diameter pipe
99	75 mm diameter pipe
100	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
101	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
102	20mm nominal dia Pipes
103	25mm nominal dia Pipes
104	32mm nominal dia Pipes
105	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
106	15 mm nominal dia Pipes
107	20 mm nominal dia Pipes
108	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
109	25 mm nominal bore
110	20 mm nominal bore
111	Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length
112	20 mm nominal bore
113	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
114	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
115	15 mm nominal bore
116	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
117	15mm nominal bore
118	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.
119	110 mm diameter
120	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.
121	Coupler
122	110 mm
123	Shoe (Plain)
124	110 mm Shoe
125	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.
126	110 mm
127	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 :
128	150 mm dia. R.C.C. pipe
129	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 :
130	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) :
131	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:
132	100x100 mm size P type
133	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
134	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rock :
135	Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
136	ELECTRIFICATION WORKS
137	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
138	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
139	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
140	2 X2.5 sq. mm + 1X2.5 sq. mm earth wire
141	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
142	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
143	2 X 16 sq. mm + 1 X 6 sq. mm earth wire
144	4 X 10 sq. mm + 2X6 sq. mm earth wire
145	4 X 16 sq. mm + 2 X 6 sq. mm earth wire
146	Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair
147	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
148	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
149	20 mm
150	25 mm
151	32 mm
152	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
153	5/6 A switch
154	15/16 A switch
155	3 pin 5/6 A socket outlet
156	6 pin 15/16 A socket outlet
157	Telephone socket outlet
158	TV antenna socket outlet
159	Bell push
160	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
161	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
162	Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required.
163	1 or 2 Module (75mmX75mm)
164	3 Module (100mmX75mm)
165	6 Module (200mmX75mm)
166	8 Module (125mmX125mm)
167	12 Module (200mmX150mm)
168	Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
169	Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required.
170	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
171	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Up to 450 mm sweep
172	Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
173	Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable
174	Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \"C\" curve including connections, painting etc. as required.
175	Supplying and fixing PVC batten/ angle holder including connections etc. as required.
176	Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.
177	100 A.30KA.FPMCCB
178	Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)
179	12 way , Double door
180	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator) 8 way (4 + 24), Double door
181	Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way (4 + 12), Double door
182	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
183	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
184	Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
185	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
186	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
187	Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A
188	Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
189	Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
190	Supplying and laying 6 SWG G.l. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with Gl thimble etc. as required.
191	Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm)
192	Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required.
193	Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required.
194	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
195	Up to 35 sq. mm
196	Above 35 sq. mm and up to 95 sq. mm
197	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
198	Up to 35 sq. mm
199	Above 35 sq. mm and up to 95 sq. mm
200	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.
201	Up to 35 sq. mm (clamped with 1mm thick saddle)
202	Above 35 sq. mm and up to 95 sq. mm (clamped with 25x3mm MS flat clamp)
203	Sub-Head : MV CABLE JOINTING & END TERMINATION
204	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
205	3-1/2 X 35 sq.mm
206	3-1/2 X 70 sq.mm
207	4 X 16 sq. mm (28mm)
208	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.(DSR Civil 2023 Item no. 10.18.)
209	Supply of AC 1200mm Sweep, 230/250 Volts, 50 Hz ceilling fan without regulator, standard down rod, blades etc. complete as required. (Standard - Plain Ceiling Fans)
210	Supply of AC 200mm Sweep, 230/250 Volts, 50 Hz exhaustfan (Light Duty) withblades,cover etc. complete as required
211	Supply of Factory made 12 to 20 Watt LED Bulb fitting,cool day light,(65000 K temp.) suitable for Batton/Angle holder including makingconnection.Complete in all respect.
212	Supply ofLEDTubeLightwithbatten suitable forupto 1X 22watt LED tube lightfitting includingtubeonSurfacecompleteinallrespect.(4ft)CAT-AAA
213	Supplyof36Wattto46Wattindoor Recess mounting LED Square Fitting for Armstrong CeilinghavingPowdercoateddiecastaluminium housing body withextended heat sink and diffuser of SpecialPolycarbonatemeterialanddriverset complete in all respect.CAT-AAA
214	Supplyof LEDTubeLightwithbatten suitable forupto 1X 10watt LED tube lightfitting includingtubeonSurfacecompleteinallrespect.(2ft)CAT-AAA
215	Supply of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect.
216	Supply & Fixing of LAN socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
217	Supply and fixing of Three phase multifunctional electronic energy meter 10 to 60 Amp. Capacity fitted in intergral box on wall complete in all respect.
218	Supply of aluminium conductor XLPE insulatedarmouredservedsheathedcables 1100 Volts grade.
219	16 sq. mm 4 core
220	35 sq. mm3-1/2 core
221	70 sq. mm3-1/2 core
222	EXTERNAL WATER SUPPLY WORKS
223	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :
224	Ordinary rock :Pipes, cables etc. not exceeding 80 mm dia
225	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
226	50 mm nominal dia Pipe
227	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
228	50 mm nominal bore
229	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
230	SEPTIC TANK & SOAK PIT
231	E/W in excavation
232	Add extra for additional lift of 1.5m and additional lead
233	1.5m to 3.0m
234	Providing and laying Cement concrete 1:4:8 (1cement :4 C sand :8graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
235	B/W in foundation (1:6) with c. sand & cement complete in all respect.
236	Providing & Filling of O.B. brick ballast 25 mm to 40 mm size inside of upper layer in soak pit.
237	C.C. floor 1:2:4 40 mm thick SOR 605
238	RCC M 20 in beam
239	R C CSlab (Top).
240	M.S/ Iron in R.C.C.
241	15 mm cement plaster (1:4) cement : C. sand
242	Foot Step(5 kg/sqm.) (DSR 19.15.1)
243	C.I. Pipe (100 mm dia)(DSR 17.35.1.2)
244	C.I. Pipe (50 mm dia)(DSR 17.35.1.2)
245	C.I.cowel. (DSR 17.56.1.2)
246	500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
247	FIRE FIGHTING WORKS
248	Supply and fixing of fire extinguisher, ABC Type (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket,along with supply of all materials and labour for proper completion of work. 4.0 kg. capacity
249	Supply and fixing of C02 type fire extinguisher (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 4.5 kg. capacity
250	CIVIL WORKS (TOILET BLOCK SMALL)
251	Excavation infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
252	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
253	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
254	Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
255	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.
256	All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum
257	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 mixor bear the cost of extra cement.
258	All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum
259	Centering and shuttering including strutting, propping etc. and removal of form for :
260	Foundations, footings, bases of columns, etc. for mass concrete
261	Suspended floors, roofs, landings, balconies and access platform
262	Lintels, beams, plinth beams, girders, bressumers and cantilevers
263	Edges of slabs and breaks in floors and walls Under 20 cm wide
264	Class-150 brick work in 1:6 cementand Coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work.
265	Class-150 brick work in 1:6 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
266	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m.
267	Thermo-Mechanically Treated bars work such as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of work and including supply of all steel and wastage & over lapping and hooks.
268	Providing and fixing bright /matt finished Stainless Steel sliding door bolt of approved quality & make with necessary screws etc all complete. 250x16 mm
269	Providing and fixing bright /matt finished Stainless Steel tower bolt of approved quality & make with necessary screws etc all complete. 250x10 mm
270	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125mm
271	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 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and 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. 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.
272	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.
273	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
274	Three 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.
275	Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre).
276	Providing and fixing glazing in aluminium door, window, ventilator etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.00 mm thickness shutters and partitions etc. with EPDM rubber / neoprene gasket.
277	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.With 12 mm mild steel U beading.
278	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 100 mm
279	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 30 mm thick
280	Providing and laying \"brick coba\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work.
281	12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
282	15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)
283	Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required.
284	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), including grouting the joints with white cement and matching pigments etc., complete.
285	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
286	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 waterthinnable priming coat with cement primer having VOC contentless than 50 gram/litre
287	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
288	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.
289	ELECTRIFICATION WORKS (TOILET BLOCK SMALL)
290	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
291	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
292	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
293	White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
294	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
295	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
296	Rectangular shape 453x357 mm
297	Providing and fixing soil, waste and vent pipes :
298	100 mm dia
299	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
300	Providing and fixing soil, waste and vent pipes : 75 mm diameter :
301	Centrifugally cast (spun) iron socketed pipe as per IS: 3989
302	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
303	For 100 mm dia pipe
304	For 75 mm dia pipe
305	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
306	100 mm dia
307	Sand cast iron S&S as per IS - 3989
308	75 mm dia
309	Sand cast iron S&S as per IS- 3989
310	Providing and fixing heel rest sanitary bend
311	100 mm dia
312	Sand cast iron S&S as per IS - 3989
313	Providing and fixing double equal plain junction of required degree
314	100x100x100x100 mm
315	Sand cast iron S&S as per IS - 3989
316	Providing and fixing double equal plain junction of required degree
317	75x75x75x75 mm
318	Sand cast iron S&S as per IS - 3989
319	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter
320	100 mm
321	75mm
322	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
323	100 mm inlet and 100 mm outlet
324	Sand cast iron S&S as per IS: 3989
325	Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
326	100 mm diameter pipe
327	75 mm diameter pipe
328	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
329	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
330	20mm nominal dia Pipes
331	25mm nominal dia Pipes
332	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
333	15 mm nominal dia Pipes
334	20 mm nominal dia Pipes
335	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
336	25 mm nominal bore
337	20 mm nominal bore
338	Providing and fixing uplasticised PVC connection pipe with brass unions :
339	45 cm length
340	20 mm nominal bore
341	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
342	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931
343	15 mm nominal bore
344	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
345	15mm nominal bore
346	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.
347	110 mm diameter
348	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.
349	Coupler
350	110 mm
351	Shoe (Plain)
352	110 mm Shoe
353	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.
354	110 mm
355	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 :
356	150 mm dia. R.C.C. pipe
357	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 :
358	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) :
359	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:
360	100x100 mm size P type
361	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
362	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :
363	Ordinary rock :
364	Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
365	SUBMERSIABLE PUMP WITH BORING
366	External W/S arrangements with T.W. boring of 150 mm dia with 110 mm dia P.V.C. pipe assembly, 2.00 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements etc
367	110 mm PVC casing pipe of ISI mark.S.I. 730 A
368	P/ F 50 MM GI pipe (B) class. DSR 18.12.6 (280X1.60)
369	Nylon mesh for filter.
370	Plastic dori.
371	Solvent cement.
372	110 mm End cap.
373	110 mm Submersible cap.
374	50 mm GI elbow.
375	50 mm X 110 mm GI nipple.
376	2 HP 9 Stage submersible pump of ISI mark with automatic panel.
377	2.5 sqm. Submersible cable.
378	Drilling charges for 150mm dia tubewell.
379	Pea Gravel.
380	2\" MS socket.
381	Cartage of material upto site.
382	S/Installation of Electronic chlorinator
383	CIVL WORKS (URINALS)
384	E/W in excavation
385	Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
386	B/W in foundation (1:6) with c. sand
387	B/W in Superstructure (1:6) with c. sand
388	B/W in Superstructure (1:4) with c. 115 mm thick
389	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
390	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.40 mm thick with 20 mm nominal size stone aggregate
391	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.18 mm thick
392	Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
393	R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:6 in Foundation & raft, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
394	R.C.C. Work in Cloumn
395	RCC M 20 in beam
396	M.S/ Iron in R.C.C.
397	PLUMBING WORKS (URINALS)
398	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
399	Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
400	Providing and fixing soil, waste and vent pipes :
401	100 mm dia
402	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
403	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
404	100 mm dia
405	Sand cast iron S&S as per IS - 3989
406	Providing and fixing double equal plain junction of required degree
407	100x100x100x100 mm
408	Sand cast iron S&S as per IS - 3989
409	Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter
410	100 mm
411	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
412	100 mm inlet and 100 mm outlet
413	Sand cast iron S&S as per IS: 3989
414	Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
415	100 mm diameter pipe
416	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
417	20mm nominal dia Pipes
418	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
419	15 mm nominal dia Pipes
420	20 mm nominal dia Pipes
421	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
422	20 mm nominal bore
423	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
424	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 :
425	150 mm dia. R.C.C. pipe
426	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 :
427	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) :
428	Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :
429	Ordinary rock :
430	Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
431	CIVIL WORKS (DRINKING WATER)
432	E/W in excavation
433	Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
434	B/W in foundation (1:6) with c. sand
435	B/W in Superstructure (1:6) with c. sand
436	B/W in Superstructure (1:4) with c. 115 mm thick
437	18 mm thick Granite Stone in Platform
438	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore. Dsr 18.10.1
439	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
440	15 mm nominal bore. Dsr 18.46.1
441	25 mm nominal bore. Dsr 18.46.3
442	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
443	15 mm nominal bore. Dsr 18.49.1
444	Supply of 110 mm dia. PVC casing pipe for boring 6 kg/sqm cm
445	R.C.C. work with cement approved coarse sand and 2 cm Gauge approved stone ballast in the proportion of 1:6 in Foundation & raft, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.
446	R.C.C. Work in Cloumn
447	RCC M 20 in beam
448	M.S/ Iron in R.C.C.
449	R.C.C. CULVERT
450	Earth work in excavation
451	Extra for additional Lift
452	P.C.C. in 1 : 4 : 8 with cement, coarse sand & 20 mm gauge stone ballast
453	Brickwork in Superstructure Culvert Parapet
454	Rcc work in M-25 In Foundation
455	Rcc work in M-25 In Slab
456	Shuttering and Centering
457	For Foundation
458	In Wall
459	In Slab
460	Reinforcement work in Rcc
461	BOUNDARY WALL WITH RET. WALL
462	Earth work in trenches for foundation for pipes.cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of E/I
463	P.C.C. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor
464	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
465	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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)
466	Centering and shuttering including strutting, propping etc. and removal of form for
467	Foundations, footings, bases of columns, etc. for mass concrete
468	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
469	Lintels, beams, plinth beams, girders, bressumers and cantilevers
470	Columns, Pillars, Piers, Abutments, Posts and Struts
471	Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.
472	Class-150 brick work in 1:6 cementand COARSE sandmortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work
473	12 mm cement plaster in single coat on smooth side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. (iii) 1cement :6 C. sand
474	15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement:(iii) 1 cement: 6 coarse sand
475	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
476	BOUNDARY WALL
477	Earth work in trenches for foundation for pipes.cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of E/I
478	P.C.C. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor
479	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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
480	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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)
481	Centering and shuttering including strutting, propping etc. and removal of form for
482	Foundations, footings, bases of columns, etc. for mass concrete
483	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
484	Lintels, beams, plinth beams, girders, bressumers and cantilevers
485	Columns, Pillars, Piers, Abutments, Posts and Struts
486	Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage.
487	C.C. INTER LOCKING
488	EXCAVATION infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches.
489	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
490	Providing and laying in cement concrete 1:4:8 (1 cement :4coarse sand :8graded stoneaggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors.
491	M-150 brick work in 1:6 cement and coarse sandmortar in foundation and plinth including supply of all materials, labour and tools and plants etc required for proper completion of work.
492	Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
493	Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & attern over 50mm thick compacted bed of course 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, all complete as per manufacturer\"s specifications & direction of Engineerin- Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
494	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
495	STORM WATER DRAIN
496	Earth work in excavation
497	P.C.C. in 1 : 4 : 8 with cement, coarse sand & 20 mm gauge stone ballast
498	Rcc work in foundation & wall M25
499	Centring & Shuttering work for
500	In Foundation
501	In Wall
502	Reinforcement work in Rcc
503	EXTERNAL LIGHTING WITH POLE
504	Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundationincluding the cost of foundation,foundation bolts, excavation & back filling and Required T&P completee in all respect.
505	Supplyandfixingfollowingcapacityofautomatic streetlightcubiclecontrolpanelpaintedwithanti corrosivealkaliandacidproofpaintconsistingof timeswitchTSO100serieswithcontactors,HRC fuses,isolating switch meteringinstrument& instrument box with CTs etc. incase of TPN, complete in all respect. 40 A TPN
506	Supply and fixing ofLED Street light Fittinghaving die castaluminiumbody anddiffuserwith driverset suitablefor75to90Watt.Confirming toIP66and aboveProtection complete in all respect.CAT-AAA
507	Supply of aluminium conductor XLPE insulatedarmouredservedsheathedcables1100Volts grade.
508	6 sq. mm 2 core
509	10 sq. mm 4 core
510	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
511	Up to 35 sq. mm
512	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
513	Up to 35 sq. mm
514	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.
515	Up to 35 sq. mm (clamped with 1mm thick saddle)
516	Sub-Head : MV CABLE JOINTING & END TERMINATION
517	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 10 sq. mm (25mm)
518	INDIA MARKA-II HAND PUMP
519	Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : Beyond 12 m and up to 18 m depth
520	Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
521	Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
522	Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories.
523	CAMPUS EARTH FILLING
524	Filling BY CARTED earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m.
525	GST Extra as applicable

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Tender For Construction Of Bus Station At Vidhan Sabha Chetra Shahabad At District-Hardoi (U.P.), Shahabad, Hardoi-Uttar Pradesh

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Tender For Construction Of Bus Station At Vidhan Sabha Chetra Shahabad At District-Hardoi (U.P.), Shahabad, Hardoi-Uttar Pradesh

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