Tender For Construction Of 03 Nos Entrance Gate, Ev Charging Center,Bus Shelter Andrepairing And Maintenance Of Administrative Building, Staff Quarter, Pump House Boundary Wall Including Horticulture And Land Scaping And Rain Water Harvesting Etc. Under A, Kanpur-Uttar Pradesh

TDR : 47845853

Tender Notice
BOQ

Expired

Kanpur , Uttar Pradesh

Tender Brief : Tender For Construction Of 03 Nos Entrance Gate, Ev Charging Center,Bus Shelter Andrepairing And Maintenance Of Administrative Building, Staff Quarter, Pump House Boundary Wall Including Horticulture And Land Scaping And Rain Water Harvesting Etc. Under A

Document Fees
₹ 8850 /-

EMD
₹ 922819.0 /-

Tender Value
₹ 3.91 Crore /-

Submission Date
27-02-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
2	Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty)
3	CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking of Earth up to 1 km
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 lift upto 1.5 m.
5	Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded 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
6	Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded 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 Same as above but for under floor
7	Providing and laying Cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded 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
8	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
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 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.FOOTING-M-25
10	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming 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).
11	Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
12	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125/150 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming 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.
13	Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos emulsifiable concentrate of 20%
14	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration
15	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
16	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
17	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.LINTEL-M-25
18	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.BEAM-M-25
19	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. SLAB-M-25
20	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 1S: 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. All works upto plinth level
21	T.M.T.-FE-500 steel or iron in plain 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 the work and including supply of all steel and wastage & over lapping & hooks. Up to Plinth Lvl-
22	T.M.T.-FE-500 steel or iron in plain 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 the work and including supply of all steel and wastage & over lapping & hooks Above Plinth Lvl-
23	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
24	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
25	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
26	Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
27	Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
28	Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
29	Centering and shuttering including strutting, propping etc. and removal of form for Under 20 cm wide
30	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
31	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
32	15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
33	15 mm thick plinth plaster [1 cement : 4 coarse sand]
34	6 mm thick plinth plaster [1 cement : 3 fine sand]
35	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
36	Providing and fixing 18mm thick gang saw cut (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.Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter)
37	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),ointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (Size of tiles 600x600mm) [Flooring]
38	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 tiles 600x600mm) [Skirting]
39	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
40	Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 35 mm thick
41	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
42	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket 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 mm thickness (weight not less than 12.50 kg/sqm)
43	Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/ structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 Upto 5mm depth and 5 mm width
44	Painting top of roofs with bitumen of approved quality@ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete :With residual type petroleum bitumen of grade VG -10
45	10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat:With common burnt clay F.P.S.(non modular) brick tile of class designation 1O
46	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).
47	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):Rectangular or square
48	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 lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS304 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 comers, 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 confonning 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. Wire mesh I Glazing of plain/ toughened/ laminated/ double glass unit with I without high perfonnance coatings as per design requirements and confonning to IS: 3548 & IS: 16231 shall be paid separately. 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
49	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.10 x 140 mm
50	Providing and fixing aluminium handles ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete
51	Providing and fixing aluminium Tower Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete
52	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
53	Providing and fixing aluminium hanging floor door stopper, ISI marked , anodised transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper
54	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
55	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.
56	Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
57	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. 1. mm thick
58	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.
59	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.including cost of all material labour T&P etc complete required for proper completion of the work
60	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
61	Supply and installation of stainless steelBus sheltor as per attached Drawing & Design
62	Providing and fixing EV CHARGING as per attached Drawing & Design.
63	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
64	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 1mx1mx400micron, finished with 12mm 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.
65	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
66	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Rain Water Pipes]-160 mm OD
67	Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects.For 160 mm OD Pipe
68	Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. Capacity 4.5 Kg.
69	Providing and fixing ABC Powder type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.Capacity 6.0 Kg.
70	Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty)
71	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
72	Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded 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
73	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
74	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
75	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.FOOTING-M-25
76	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration
77	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
78	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
79	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortarCement mortor 1:6 (1 cement :6 coarse sand)
80	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.
81	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.LINTEL-M-25
82	T.M.T.-FE-500 steel or iron in plain 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 the work and including supply of all steel and wastage & over lapping & hooks. Up to Plinth Lvl-
83	Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete.With 12 mm mild steel U beading
84	Providing and fixing wire gauge shutters using galvanized M.S. wiregauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hingesand necessary Screws :
85	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
86	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
87	MakingApron drain ofwidth 150mm and depth as per required of site but minimum 150 mm with neat finish & required slope as per apporoved by E/I.
88	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick
89	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
90	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
91	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
92	Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
93	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
94	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
95	Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.110 MM DIA
96	Mild steel iron grill ,balcony & staqir case railing of a approved quality and drawing including supply of all material fabrication labour T&P in all respect as per direction of engineer in charge for proper completion of work at site
97	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
98	15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
99	15 mm thick plinth plaster [1 cement : 4 coarse sand]
100	6 mm thick plinth plaster [1 cement : 3 fine sand]
101	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
102	Providing and fixing 18mm thick gang saw cut (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.Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter)
103	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machinepolishing to edge to give high gloss finish etc. complete as per design approved by Engineer-inCharge.
104	Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.
105	Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete.
106	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.
107	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified bythe manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such asWhite, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints withwhite cement and matching pigment etc., complete.
108	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.
109	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),ointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (Size of tiles 600x600mm) [Flooring]
110	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specifiedby the manufacturer) with water absorption less than 0.08% and conforming toIS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mmthick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigmentsetc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tileswill be done with the notch trowel, plier, wedge, clips of required thickness, levelingsystem and rubber mallet for placing the tiles gently and easily.
111	Providing and laying Polished Granite stone flooring in required design and patterns, in linearas well as curvilinear portions of the building all complete as per the architectural drawingswith 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixedwith pigment of matching shade including rubbing , curing and polishing etc. all complete asspecified and as directed by the Engineer-in-Charge
112	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 tiles 600x600mm) [Skirting]
113	25mm Thick Kota Stone Slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mix with pigment to match the shade of slab includig rubbing and polishing complete with base of cement morter.
114	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
115	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
116	Providing and fixing of Flush doors commercial quality conforming to I.S. 2202 part-I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts locks, handles spring fitting with necessary screws to be supplied departmentally. 35 mm thick(a) Single leaf
117	Providing and fixing aluminium Tower Bolts ISI marked anodised transparent or dyed to required colour or shade with necessary screws etc. complete
118	Providing and fixing fly proof galvanized M.S. 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 0.63 mm all complete.With 12 mm mild steel U beading
119	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
120	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.including cost of all material labour T&P etc complete required for proper completion of the work
121	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
122	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
123	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
124	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks
125	Septic tankcleaning
126	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: (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. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm 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. (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 \|S : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge includinglaying 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.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”:With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
127	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
128	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 : (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. (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 4hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry
129	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
130	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
131	Removing white or colour wash by scrapping and sand papering andpreparing the surface smooth including necessary repairs to scratches etc. Complete
132	Dismantling stone slab flooring laid in cement mortar including stackingof serviceable material and disposal of unserviceable material within 50 metres lead.
133	Distempering with 1st quality acrylic distemper (ready mixed) having VOC(Volatile Organic Compound ) content less than 50 gram/ litre, of approvedbrand and manufacturer including applying additional coats whereverrequired to achieve even shade and colour
134	Renewing glass panes, with putty and nails wherever necessary includingracking out the old putty:Float glass panes of nominal thickness 4 mm (weight not lessthan 10kg/sqm)
135	Providing and fixing 150 mm bright finished floor brass door stopper withrubber cushion, necessary brass screws etc. to suit shutter thickness complete
136	Constructing masonry Chamber 60x60x75 cm inside, in brick work incement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm top diameter, 160 mm bottom diameter and 180 mmdeep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size), includingnecessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwith cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finishedwith a floating coat of neat cement complete as per standard design :18.331 With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5
137	Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge.
138	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.
139	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
140	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:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
141	White Vitreous China Wash basin size 630x450 mm with a double 15 mm C.P. brass pillar tap
142	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 : Kitchen sink with drain board 510x1040 mm, bowl depth 200mm.
143	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
144	Providing and fixing P.V.C. Waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe40 mm dia.
145	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.
146	Providing and fixing toilet paper holder : C.P. brass
147	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
148	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
149	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
150	Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
151	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.
152	Providing and fixing C.P. cast brass twin coat hooks fixed to PVC rawl plug with SS screws Jaquar model. No. AKP-35761P or approved equivalent.
153	Providing and fixing health faucet with 1 m long flexible tube and wall hook including all fittings Jaquar model No.ALD-CHR-593N or approved equivalent.
154	Providing and fixing 15mm C.P brass Sink Mixer Jaquar Model. No. CON-309KN or approved equivalent.) for kitchen sink with swinging spout complete. Including cutting and making good the walls wherever required . Capacity 25 Litres Model 25 GV
155	Providing and fixing fully automatic Hand dryer Euronics Model-EH 26 NW or equvalant ,including all fittings complete in all respect.
156	Providing and fixing Air Purifier Euronics Model-EA 24 or equvalant ,including all fittings complete in all respect.
157	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
158	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 1mx1mx400micron, finished with 12mm 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.
159	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
160	Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 complete with all fittingse.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including fixing the pipes on wall face with galvanized iron holder bat clamps or suspended below ceiling with galvanized iron hangers/supports and fasteners all as approved by the engineer in charge including Cutting holes inwalls, floors excavation, refilling and disposal of surplus earth wherever required and making good . The rates shall be inclusive of painting of all supports and clamps with a coat of red oxide primer and two or morecoats of synthetic enamel paint of approved colour and Qualitytogivean even shade including surface preparation.(Sample ofholder bat clamps,hangers / supports to be approved by the Engineer-in-Charge.)110 mm OD
161	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Waste Connections Pipes]40 mm OD
162	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Waste Connections Pipes]63 mm OD
163	Providing and fixing uPVCP-Trap with extension piece including setting with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 hand stone ballast 20 MM nominal size) the inlet from floor level to trap rim to be grouted and cemented neat manner including cutting and making good the floor & wall wherever requiredcomplete in all respects 110 mm inlet and 110 mm outlet.
164	Providing and fixing in position 110x63 mm OD uPVC reducing elbow including fix to floor with cement mortar.
165	Providing and fixing 110 mm OD uPVC inlet fitting/ Extension Piece with 2 or 3 inletsof 40 to 63 mm OD, fixed to uPVC trap with solvent cement joint and set in cement concrete as per drawing complete.
166	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Rain Water Pipes] 160 mm OD
167	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Rain Water Pipes]110 mm OD
168	Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects. For 100 mm dia Pipe
169	Providing and fixing of GI clamps with EPDM rubber lining Zinc plated for support of vertical rain water pipes, embedded in walls with anchor fastner etc. including cost of cutting holes and making good the walls complete in all respects. For 160 mm OD Pipe
170	Providing and fixing in position 125x125 mm stainless steel grating for floor trap/floor drain including fix to floor with cement mortar.
171	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.Concealed work including cutting chases and making good the walls etc. 20 mm nominal outer dia .Pipes.
172	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.Concealed work including cutting chases and making good the walls etc. 25 mm nominal outer dia .Pipes.
173	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.Concealed work including cutting chases and making good the walls etc.32 mm nominal outer dia .Pipes.
174	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall20 mm dia nominal bore
175	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 25 mm dia nominal bore
176	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 32 mm dia nominal bore
177	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 40 mm dia nominal bore
178	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 50 mm dia nominal bore
179	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm dia nominal bore
180	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm dia nominal bore
181	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 32 mm dia nominal bore
182	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 40 mm dia nominal bore
183	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm dia nominal bore
184	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 :20 mm dia nominal bore
185	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 : 25 mm dia nominal bore
186	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 : 32 mm dia nominal bore
187	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 : 40 mm dia nominal bore
188	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 : 50 mm dia nominal bore
189	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 : 20 mm nominal bore
190	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 : 25 mm nominal bore
191	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 : 32 mm nominal bore
192	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 : 40 mm nominal bore
193	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 : 50 mm nominal bore
194	Providing and fixing Thermoflex or Kaiflex thermal insulation tubing a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification.Internal work - Exposed on wall 6 mm thick (Concealed Pipes) For 20 mm dia Pipe
195	Providing and fixing forged brass single acting air release valve with screwed inlet 25 mm dia.
196	Providing and fixing threaded end brass digital water meter complete in all respect. 32 mm dia.
197	Providing and fixing of Single phase electrical actuator operated wafer type rubber lined butterfly valve with by pass arrangement as per drawing attached including level controller, 3 nos. normal butter fly valves,necessary control and Power cables ( Maximum 10 M. Length of each type) and control panel installed on OH tank filling line near the tanks complete in all respects.32 mm dia.
198	Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.
199	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
200	Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia.
201	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
202	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : For Bed Concrete of Sewer Lines.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)
203	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 :180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
204	Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete. 150 mm dia.
205	Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS: 16098including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including testing of joints etc. complete.200 mm dia.
206	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 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 : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
207	Extra for depth for manholes : Size 90x80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
208	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.
209	Providing and fixing carbon-di-oxide type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge. Capacity 4.5 Kg.
210	Providing and fixing ABC Powder type fire extinguishers consisting of welded M.S. cylindericalbody, squeeze lever discharge valve fitted with pressure indicating guage internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.Capacity 6.0 Kg.
211	Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520Suitable HP squirell cage induction motor TEFC typesuitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-\"F\" insulation, conforming to IS-325.M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.Suitable cement concrete foundation duly plastered and with anti vibration pads.450 LPM at 35 m Head
212	Providing laying, testing & commissioning of \"C\" class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required.100 mm dia.
213	Providing, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 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 : 25 mm dia
214	Providing, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 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 : 80 mm dia
215	roviding, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 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 : 100 mm dia
216	Providing, laying, testing & commissioning of \"B\" class heavy duty G.I. pipe conforming to IS 1239 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 :80 mm dia.
217	Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Stainless steel
218	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming to IS 13095 of following sizes as required : 80 mm dia
219	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia
220	Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required.
221	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :100 mm dia
222	Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.100 mm dia
223	Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Stainless Steel (Grade 304)
224	Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m
225	Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable fornstantaneous connection to interconnect hose pipe coupling as required : Stainless Steel (Grade 304)
226	Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : 2 way - 100 mm dia M.S. Pipe
227	Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required.
228	Providing and fixing MS partly glazed single/double hung lockable shutter fabricated from MS section as required with5 mm thick glass for fire station complete including stove enamelled painting of door and frame and words \"Fire Hydrant\" written on glass, suitable to accommodate 2 Hydrant landing valves, 1 fire hose reel, 2 nos.15m long 63 mm dia hose,1-branch pipe, 1no. fire man\"s axe, fire extiguishers 2 nos, including suitably mounted on a raisedmasonry platform as required. (Approx.size 0.90 m x 2.1m )
229	Providing and fixing dial type pressure gauge with isolation cock and pipe at hydrant station. Dial diameter 100 mm caliberation, 0-15 kg
230	Providing andfixing resilient rubber neoprene lined single archvibration eliminators with unit control suitable for raw water upto 450C temperature workingpressure 25 kg andtestpressure 37.5 kg/cm2. 100 mm dia
231	Design, manufacture, supplying,fixing in position, testing and commissioning of the following front operated cubicle type, front access 2mm thick mild steel sheet, free standing, dust and vermin proof, switchboard with IP42 protection with hinged and lockable doors complete with interconnections, tinned copper crimping lugs, bonding to earth and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system and suitable for a fault level of 25 MVA symmetricalat 415 volts. INCOMING: a) One 100 amp. TP +NL M.C.C.B. with rotary handle of breaking capacity 25 KA b) One-Volt Meter (0-500 V) with selector switch c) One Set indicating lamps BUS BARS OUTGOING a) 100 Amp TPN BUS BAR (Aluminium). b) One - 63 Amp.TP +NL M.C.C.B. with rotary handle of breaking capacity 35KA c) One FullyAutomatic D.O.L Starter suitable for Jockey Pump Motor 15 KW with over loadrelay,timer push buttons and Auto/Manual selector switch d) One panel type Amp. meters onefor each motor with ASS. CTS etc. e) One sets of On/Off - neon indicating lamp.i) All interconnecting power &control wires/cables suitable size within thepanel andfrom panel to motors , pressure switches, level switches, cable Tray, pipes etc. includingbrass glands terminationwithin fire pump house and earthing as per specifications.
232	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
233	Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty)
234	Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded 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
235	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.FOOTING-M-25
236	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
237	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortarCement mortor 1:6 (1 cement :6 coarse sand)
238	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.
239	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.LINTEL-M-25
240	T.M.T.-FE-500 steel or iron in plain 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 the work and including supply of all steel and wastage & over lapping & hooks. Up to Plinth Lvl-
241	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
242	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
243	Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts
244	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
245	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
246	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
247	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
248	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
249	Providing and laying 60 mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50 mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete as perthe direction of Engineer-in-charge.
250	Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
251	Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm
252	Carrigae of manure upto 5 K.M.
253	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
254	Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately).
255	Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately).Holes 0.9 m dia. and 0.90 m deep.
256	Plantation of trees.
257	Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf.
258	Providing and fixing park chair as per attached Design & Drawing.
259	Providing and laying dustbin as per attached Design and Drawing.
260	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : form work. 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
261	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
262	Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5m, but not exceeding 3m.(Rate is over corresponding basic item for depth upto 1.5 metre).
263	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
264	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.-all type of soil-300 mm dia
265	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.-all type of soil-400 mm dia
266	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level.-400M M dia
267	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.-150 MM nominal Size dia
268	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
269	Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
270	Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge.
271	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
272	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm
273	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia
274	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:-150 mm dia
275	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
276	Providing and fixinguPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and screwedadoptors jointing with solvent cement joint as per manufacturers\" recommendations. [for Connections Pipes] -315 OD
277	Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for40 tone load including fix to floor with cement concrete.
278	Providing & Fixing ofPolyrain ( make) in position Recycled poly propylene modular structure with large plates/modular and small plates/modular having more than 96% void volume ratio fixed in arrangements as per approved pattern/design to bear ultimate compressive stress of45 t/sqm. suitable for traffic load (with adequate backfill). (the design to be approved from the Engineer-in-charge) complete as per direction of Engineer-in-charge. Big plate 684 X 408X 20 mm Small plate -406 X 365X 19 mm with ten lock on big plate ( items should be Approved by Greenpro-IGBC
279	Providing & Fixing of non-woven Geotextile having thickness of 400 GSM, having minimum tear Strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 pulse as per ASTM D6241 having elongation at break % of 57 plus as per ASTM D 4595 in Two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding, and needle punched for high porosity and proper percolation.Complete as per entire satisfaction of Engineer-In-Charge.
280	Providing & Fixing of duel step filter of FRP Based Green colorContainer with stainless steel 304 grade round double layer stainer, capable of eliminating finer particulate matter up to 600/80 microns in size, including connection with drain and pit complete as per approved design and direction of the Engineer-in- charge. Rainfilter (make) Size 750mm dia and 300mm inlet and outlet brand capacity 80Kl. (The filter should be tested by NABL Laboratory).
281	Providing & Fixing of Extra for FRP based extension of 750 mm dia filter dia and 600 mm height Accordance to the design , drawing and specification complete as per entire satisfaction of Engineer-in-Charge
282	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
283	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia
284	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.-200 mm clamp
285	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).-200 mm dia
286	Providing, laying, testing & commissioning of \"B\" class heavy duty G.I. pipe conforming to IS 1239 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 :80 mm dia.
287	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts,washers, gaskets conforming to IS 13095 of following sizes as required :80 mm dia
288	Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :80 mm dia
289	Supply, Lowering, installation & testing of submersible pumping set with suitable horse power motor 4 stage pump suitable for 20-30 m3 hr. at 50-60 mtr. Head respectively. With Three Phase.
290	Providing & fixing cable 6 sq.mm. From submersible pump to panel board.
291	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.25 mm nominal dia Pipes
292	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. 50 mm nominal dia Pipes
293	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. 80 mm nominal dia Pipes
294	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
295	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
296	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 25 mm diameter pipe
297	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 50 mm diameter pipe
298	Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 80 mm diameter pipe
299	Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 25 mm nominal bore
300	Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects. 50 mm nominal bore
301	Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty)
302	Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded 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
303	Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
304	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.FOOTING-M-25
305	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos E.C. 20% with 1% concentration
306	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
307	Boring with hydraulic piling rigs with power units, providing and installingcast in situ single under reamed piles of specified diameter and lengthbelow pile cap in M-25 cement concrete, to carry a safe working load notless than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to beembedded in pile cap etc. all complete. (Length of pile for payment shallbe measured upto to the bottom of pile cap) :
308	T.M.T.-FE-500 steel or iron in plain 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 the work and including supply of all steel and wastage & over lapping & hooks. Up to Plinth Lvl-
309	15 mm thick plinth plaster [1 cement : 4 coarse sand]
310	Providing and fixing 18mm thick gang saw cut (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.Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter)
311	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
312	Supply and installation of TRICOLOR FLYING HIGH MAST POLE SIZE 30M.
313	Signage is made of 3D channel Latter, made from FollowingA) Front :- Front is to be made of3.5 mm Acrylic and 3M/Avery/LG Cast vinyl of desired shade as per approval. Dual color vinyl film in desired day shade to be of cast acrylic base without prininting the face of vinyl.B) Side :- Signage made of CNC channel bending machine made of exturded alloy 6063thickness of 1.00mmconfirming to BS 1474-1987 .80 to 125 mm as side of 3D letter exturded alloy profile with front edge and border with provisioning of housing front Acrylic inside . Back of the extrusion must be provided with built in weather proof layerto prevent dust , moistureetc. Alloy to be anodize to 18 to 20 microns in champagne/ brown/ silver colour of approval shades.C) Illumination :- Signage is to be illuminated with LED moduleofOSRAM (with required OSRAMpower supplies) with 5 years warrenty. D) Back :- Backis to be made of 4mm thick ACP with 0.45 mm thickness Aluminum Foil on both sides.E) Timer:- Auto operated using L&T/Havells/schneider timer of required capacity.BRAND/MAKE- 247SIGN/ VISTA SYSTEM/ AAA Business Solutions LOGO -40 sqft
314	Pole Mounted Exterior Sign:- Supply, Fabrication, Assembling & Installing in position, Pole mounted signage, Display made in MS angle and ACP ( Aluminium composite panel ) covered with approved content and of required size and mounted on SS SHS 100x100x3 mm Double Pole of specified height with 300x300x12 mm thick base plate and gusset plates and RCC foundation, Earth work, finished in powder coating of approved shade with required text alphabets in Punjabi & English as instructed in graphic shadule in fonts of indicated height made in retro lit outdoor vinyle including fixing & all jointry work & required accessories such as SS studs, screws, reverse screws, nut, bolt,warshers,rivits,tapes,anchors,provision of level & joint adjustment features for alingment,necessary scaffolding/ staging for all heights leads & levels ect required to complete the work as per approved shop drawings, signage shadule, technical specification and as directed by the Engineer-in-charge.DOUBLE SIDE PANEL WITH 80 MM DEPTH AND POLE HEIGHT OF 5400 MM.

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Construction Of 03 Nos Entrance Gate, Ev Charging Center,Bus Shelter Andrepairing And Maintenance Of Administrative Building, Staff Quarter, Pump House Boundary Wall Including Horticulture And Land Scaping And Rain Water Harvesting Etc. Under A, Kanpur-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of 03 Nos Entrance Gate, Ev Charging Center,Bus Shelter Andrepairing And Maintenance Of Administrative Building, Staff Quarter, Pump House Boundary Wall Including Horticulture And Land Scaping And Rain Water Harvesting Etc. Under A, Kanpur-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us