Tender For Construction Of Government Degree College At Village-Dhakiya Parvezpur Vikas Khand Dadraul Tehsil-Sadar, District-Shahjahanpur [U.P.], Tehsil-Uttar Pradesh

TDR : 54841315

Tender Notice
BOQ

15 Days Left

Tehsil , Uttar Pradesh

Tender Brief : Tender For Construction Of Government Degree College At Village-Dhakiya Parvezpur Vikas Khand Dadraul Tehsil-Sadar, District-Shahjahanpur [U.P.]

Document Fees
₹ 17700 /-

EMD
₹ 2320000.0 /-

Tender Value
₹ 11.60 Crore /-

Submission Date
15-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Clearing jungle including uprooting of rank vegetation , grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distanceof 50 moutside the periphery of the area cleared.
2	Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.
3	Local Sand filling in foundation & Plinth under floor including watering, dressing and incluing proper complirion of work
4	Supply and filling of good earth upto 5 km including supply of earth filling, raming in 20cm layer, watering , cost of royalties etc., complete in all respect as per direction given Engineer-in-charge.
5	Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded Stone aggregate 40mm nominal size) and curing complete. Including cost of form work. In foundation and floors. As in item above but in the proportion 8:4:1
6	Antitermite treatment of soil under floors, apron, footing using chemical emulsion @ one liter per hole, 300mm apart@ 100 Nos holes per 9.00 sqm. Including drilling 12mm diameter holes and plugging also to match the floor properly with chlorpyriphos/Lindane E.C. 20% with i% concentration
7	Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumpingof concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cumFoundation
8	Plinth beam
9	All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cumLintel Band
10	Slab Beam
11	Chajja Slab
12	Column
13	Reinforced cement concrete work in beams, suspended floors, roofs balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
14	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
15	RCC Work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
16	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, for mass concrete.
17	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.
18	Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
19	Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
20	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.(TMT Bars) Fe-500
21	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)
22	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 :
23	Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level
24	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
25	Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 12.5mm nominal size derived fromnatural sources)
26	Providing & applying a coat of residual petroleum bitumen of grade ofVG-10 of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apieceof cloth lightly soaked in kerosene oil.
27	15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 6 coarse sand)
28	12mm thick plaster with cement and coarse sand in 1:6 of 1.25 F.M. over brick work minimum thickness not to be less than 1cm including supply of all materials, labour T&P etc. required for proper completion of the work.
29	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 4 hours 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.) upto floor five level
30	P/L integral cement based water proofing treatment BIRCK COBA including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operation: (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 up to 300 mm height including cleaning the surface before treatment(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to I/s : 2645 and approved by Engineer-in-charge to required slope and treating similarly th adjoinin walls upto 300mm 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 I/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 including laying glass fibre cloth With average thickness of 120 mm and minimum thickness at khurra as 65mm.
31	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 12.5mm nominal size) laid in one layer finished with floating coat of neat cement (25mm thick floor)
32	Chequered terrazo tiles 22 mm thick with graded marble chips of sizeup to 6 mm in floors, jointed with neat cement slurry mixed with pigmentto match the shade of the tiles, including rubbing and polishing complete,on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
33	Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 4 mm thick
34	Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colors, 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.
35	Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colors, 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.
36	Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade : Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture wood
37	Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade : Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture STEEL
38	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. upto floor five level
39	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm -IN FLOORING
40	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm -IN SKIRTING
41	Providing and fixing M.S. tubular frames for doors, windows, ventilators and cupboard with rectangular/L-Type sections, made of 2.00 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer fixing with 15x3mm lugs 10cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6(1 Cement : 3 Coarse Sand : 6 graded stone aggregate 20mm nominal size) upto floor five level
42	Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other,fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Z Section
43	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick(a) Single leaf Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
44	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes
45	P/F 30mm thick plain factory made panel PVC doors shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm19mm for styles and 1515 mm for top & bottom rails. M.S. frame shall have a coat of steel primesrs of covered with 5 mm tick heat moulded PVC C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle off both sides forming sytles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both sides of the panel. 10 mm (5mm*2) thick, 20 mm wide cross P/v/c sheet be provided as gap insert for top rail & bottom rail. Peneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame selded/ sealed to the styles & rails with 7 mm (5 mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20mm width is to be stuck on the interior side of the C channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manfacturer specification & drawing. upto floor five level
46	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
47	Supply & Fixing of fabrication of Z-Section steeel openable window.
48	Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.300 mm weighing not less than 200 gms upto floor five level
49	Providing and fixing S.S. wire gauge using average width of aperture 1.4mm in both directions with wire of dia 0.63mm and glazed shutters for doors, fixing with butt hinges of required size with necessary screws, (including panelling ) including cost of S.S. door fitting all complete as per direction of Engineer-in-charge. Second class teak wood 35 mm thick shutters
50	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315 , having brand logo embossed on the body/ plate with double spring mechanism and door weight upto 125 kg, for doors including cost of cutting floors ,embeding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete.
51	Providing and fixing in position collapsible steel shutters with veritical channels 20x10x2mm and braced with flat iron diagonals 20x50mm size, with top and bottam rail of T-iron 40x40x6mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
52	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. agnels 40x40x6mm for diagonal braces upto floor five level
53	Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
54	S/F of cinder for sunken protion of toilets and kitchen as per directions of E/I upto floor five level
55	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
56	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. upto floor five level
57	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge, Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye-rosy pink or equivalent. upto floor five level
58	Providing and Laying kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 25 MM THK
59	Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25mm dia
60	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)
61	Finishing walls with two coat or more exterior emulsion with silicon additives paint (Apex) of approved brand and manufacture and of required shade and undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr./10sqm coat curing and cost of all material labour, T&P etc. required for proper completion of work for two coat. upto floor five level
62	Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete.
63	Providing and fixing ISI marked oxdised M.S. Sliding door bolts with nuts and screws etc complete. 300x16mm
64	Providing and fixing ISI marked oxdised M.S.Tower bolts black finish (Barrel type) with necessary screws etc complete.250x10mm
65	200x10mm
66	Providing and fixing ISI marked oxdised M.S.handles conforming to IS:4992 with necessary screws etc complete.100mm
67	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
68	Providing and fixing concertina coil fencing with punched tape concertinacoil 600mm dia10metre openable length (total length90m), having 50nos rounds per 6metre length, upto 3m height of wall with existing angle iron‘Y’ shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with G.I.staples and G.I.clips toretain horizontal, including necessary bolts or G.I.barbed wire tied to angle iron, all complete as per direction of Engineer-in-arge, with re nforced barbed tape (R.B.T.)/ Spring core(2.5mmthick) wire of high tensile strength of 165kg/sq. mm witht ape (0.52mmthick) and weight 43.478gm/metre (costof M.S.angle, C.C. blocks shall be paid separately)
69	2 cm thick cement piaster in dado or skirting in 1:3 consisting of one part of cement & two parts of approved coarse sand panels finished with 3 mm floating coat of cement mixed with marble dust in ratio 5:1 including supply of all material, labour, tools & plants etc. required for proper completion of work.
70	SANITARY FIXTURES & ACCESSORIES Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
71	Same as above but for European type W.C. pan with white plastic seat and lid.Make- Cera,Hindware.
72	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 a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.
73	Providing and fixing white vitreous china laboratory sink with C.I.brackets, C.P. brass chain with rubber plug, 40 mm C.P brass wasteand 40mm C.P. brass trap with necessary C.P. brass unions complete,including painting of fittings and brackets, cutting and making goodthe wall wherever required : Size 600x450x200 mm
74	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Felxible pipea) 32mm dia
75	b) 40mm dia
76	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required b) Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
77	Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade
78	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.
79	Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 15mm nominal bore
80	Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per the direction of Enginer-in-charge.
81	Providing and Fixing C.P. brass Ablution health faucet assembly with 1.0 m long braided PVC hose with mounting bracket fixed on wall complete.[FOR EWC]-Make-JAQUAR ALD-565
82	Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore-ESSCO SQT 526AKN
83	Providing & fixing 60x2cm. C.P. brass towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw. ESSCO AEC-1181
84	Supplying & Fixing of CP soap tray fixed to the wall with PVC rubber plug with CP brass screws- Make-ESSCO AEC-1131
85	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 Chargea) 150 mm nominal dia Pipes
86	b) 100 mm nominal dia Pipes
87	c) 80 mm nominal dia Pipes
88	Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size). Including cost of cutting holes & making good the walls etc.a) for 100mm dia pipe.
89	b) for 75mm dia pipe.
90	Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors.a) 100mm inlet & 75mm outlet.
91	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.a) 110mm diameter
92	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110mm
93	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
94	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on walla) 25 mm nominal dia Pipes
95	b) 32 mm nominal dia Pipes
96	b) 40 mm nominal dia Pipes
97	c) 50 mm nominal dia Pipes
98	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 ixing 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 etca) 15mm dia nominal bore
99	b) 20mm dia nominal bore
100	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
101	Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore
102	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore
103	Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931.a) 15mm nominal bore
104	Providing and fixing gun metal gate valve with wheel of approved quality.b) 25mm dia nominal bore
105	c) 32mm dia nominal bore
106	d) 50mm dia nominal bore
107	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats completea) 20 mm nominal bore
108	b) 25 mm nominal bore
109	Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. a) Circular Tank
110	EXTERNAL SEWERAGE SYSTEM Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
111	Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :a) 100mm diameter
112	b) 150mm diameter
113	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.a) 100mm diameter
114	b) 150mm diameter
115	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design nside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75 (i) For Sewer Line
116	Extra for depth of man hole size 90x80 cm
117	Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm 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 manufactures'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 20mm nominal size) complete as per design.
118	Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work) 50mm nominal bore.
119	Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50mm
120	Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 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) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
121	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :50 to 80 mm dia nominal bore
122	INTERNAL WIRING Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C
123	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch
124	3 pin 5/6 A socket outlet
125	Bell push
126	Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required.
127	Supplying and fixing modular blanking plate on the existingmodular plate & switch box excluding modular plate asrequired.
128	Supplying and fixing 3 pin, 5 A ceiling rose on the existingjunction box/ wooden block including connections etc. asrequired. (Mirror Light + Wall Fan + Ex. Fan)
129	Supplying and fixing suitable size GI box with modular plate andcover in front on surface or in recess, including providing andfixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
130	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
131	Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.
132	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
133	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
134	4 X 6 sq. mm + 2 X 6 sq. mm earth wire
135	4 X 10 sq. mm + 2 X 6 sq. mm earth wire
136	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
137	Providing and fixing plain 16/0.20mm (0.50sqmm) twin flatflexible, FRLS PVC insulated, copper conductor cable, in PVCsleeve of suitable size on the floor/ wall, or side of the table/door etc. as required.
138	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way (4 + 18), Double door
139	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A
140	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
141	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\"curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required. Single pole
142	Supplying and fixing single pole blanking plate in the existingMCB DB complete etc. as required.
143	Supplying and fixing 20 A, 240 V, SPN Industrial type socketoutlet, with 2 pole and earth, metal enclosed plug topalongwith 20 A \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
144	Supplying and fixing 30 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 30 A \\"C\\" curve, TPMCB, in sheet steel enclosure, onsurface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
145	Supply of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 66 and above Protection . complete in all respect.
146	Supply of LED Tube Light batten fitting suitable for up to 1 X 12 watt LED tube Mirror light on surface complete in all respect.
147	Supply of round 15 Watt LED Down Lighter with heat sink, diffuser/ Reflector and driver set complete in all respect.
148	Supply of LED Tube Light with batten suitable for up to 1 X 20 watt LED tube light fitting including tube on Surface complete in all respect
149	Supply of 300 mm dia Heavy Duty Exhaust Fan
150	Supply of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt. Confirming to IP 66 protection complete in all respect.
151	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
152	Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts,bolts and washer, painting the flat iron with primer and finish
153	Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge
154	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
155	Supplying and fixing call bell/ buzzer suitable for single phase,230 V, complete as required.
156	Installation, testing and commissioning of pre-wired,fluorescent fitting / compact fluorescent fitting of all types,complete with all accessories and tube/lamp etc. directly onceiling/ wall, including connections with 1.5 sq. mm FRLS PVCinsulated, copper conductor, single core cable and earthing etc.as required.
157	Installation, testing and commissioning of ceiling fan, includingwiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cable,including providing and fixing phenolic laminated sheet coveron the fan box etc. as required.
158	Installation of exhaust fan in the existing opening, includingmaking good the damage, connection, testing, commissioningetc. as required. Upto 450 mm sweep
159	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
160	Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
161	Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
162	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
163	Supply of aluminium conductor PVC / XLPE insulated armoured served sheathed cables 1100 Volts grade.16 sqmm 4 core
164	35 sqmm 3 1/2 core
165	120 sqmm 3 1/2 core
166	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm
167	Above 95 sq. mm and upto 185 sq. mm
168	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. Upto 35 sq. mm (Clampped with MS flat Clamp)
169	Above 95 sq. mm and upto 185 sq. mm (Clampped with MS flat Clamp)
170	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.4 X 16 sq. mm (28mm)
171	3½ X 35 sq. mm (32mm)
172	3½ X 120 sq. mm (45mm)
173	Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required. 100 mm dia
174	Main LT Panel Design, fabrication, assembly, wiring and supply of front operated dead front cubicle type compartmentalised as per Form 3B, rear access free standing, dust and vermin proof (IP 42 ingress protection) main switchboards suitable for use at 415 volts, 3 phase 4 wire 50 Hertz system suitable for a symmetrical fault level of 55 kA at 415 volts, fabricated from 2 mm thick CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick gland plates on top and bottom and including lifting hooks with sleeved TPN Aluminum Bus bars and GI earth strip of required size with 2 nos earthing terminals and including powder coated paint finish of approved shade (RAL 7032) over metal surface cleaned and treated with seven tank process complete with interconnections etc as per specifications, as required and as below. This main panel must be extendable for future requirement in such a manner not to disrupt ongoing services at the point of use during extension. All LT Panel shall conform to latest IS/IEC -61439 code. All Panel shall be complete with power & control wiring, danger & inscription plate, Lifting hooks etc. Incomer-250 Ampere 4 P MCCB - 2 No. Metering-0-160 Ampere Ammeter,0-500 V Voltmeter, Bus Bar-250 Amp 4Pole Bus Bar with Color Codded Sleeves, Outgoing-100Amp FP MCCB - 1 No.60Amp FP MCB- 3Nos, 63Amp FP MCB- 3Nos
175	Sub Panel
176	Fire Fighting System 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:200mm
177	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.150mm
178	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.100mm
179	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.80mm
180	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.25 mm
181	SITC of C.I double flanged Butterfly Valve complete with nuts, bolts & washers etc. conforming IS 780.Complete in all respect (Make:- Kalpana / AARKO/SIR) 200 mm dia
182	SITC of C.I double flanged Butterfly Valve complete with nuts, bolts & washers etc. conforming IS 780.Complete in all respect (Make:- Kalpana/AARKO/SIR) 150mm dia
183	SITC of C.I double flanged Butterfly Valve complete with nuts, bolts & washers etc. conforming IS 780.Complete in all respect (Make:- Kalpana/AARKO/SIR)100 mm dia
184	SITC of C.I double flanged Butterfly Valve complete with nuts, bolts & washers etc. conforming IS 780.Complete in all respect (Make:- Kalpana/AARKO/SIR) 80 mm dia
185	SITC of cast iron double flanged Non Return Valve complete with nuts, bolts and washers conforming to IS 5312.Complete in all respect (Make:- Kalpana/AARKO/SIR/Kartar) 150mm dia
186	SITC of cast iron double flanged Non Return Valve complete with nuts, bolts and washers conforming to IS 5312.Complete in all respect (Make:- Kalpana/AARKO/SIR/Kartar)100mm dia
187	Supplying and fixing first-aid Hose Reel with MSconstruction spray painted in post office red,conforming to IS 884 complete with the following asrequired.20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type -2 as per IS: 1258520 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 metalvalve & M.S. Pipe and socket.(Make:Safeguard/Lifeguard/Firex/Fire matic New Age.)
188	SITC of Air Cushion Tank assembly 200 mm dia. 1.5m long with Air Release Valve pressure gauge & accessories.Complete in all respect
189	S/F of GM Ball Valve 25 mm dia Complete in all respect
190	Providing / Fixing of Fire Hose cabinet (intarnal+extarnal Use) box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted \\"FIRE\\" in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.
191	SITC of RRL Hose 63 mm dia x 15 m long complete with GM/SS coupling conforming to IS: 636.Complete in all respect (Make:- Safeguard/New Age/Lifeguard/Tulsi/primear)
192	SITC of GM/SS Branch Pipe & Nozzle IS: 903.Complete in all respect (Make:- Safeguard/Lifeguard/New Age)
193	SITC of Terrace Pump 450 LPM 7.5 HP.Complete in all respect (Kirlosker/other standard make)
194	SITC of Automatic panel of terrace pump Suitable for 5 HP Terrace Pump.
195	Supplying and fixing air vessel made of 250 mm dia, 8mm thick MS sheet, 1200 mm in height with air releasevalve on top nd flanged connection to riser, drainarrangement with 25 mm dia gun metal wheel valvewith required accessories, pressure gauge andpaintingwith synthetic enamel paint of approved shade as required
196	SITC of pressure Gauge Complete in all respect
197	Supplying fixing of Cast iron body 63 mm dia male instantaneous intel coupling with housing cabinet (500X400X400 for 2 way and 600X400 for 4 way) cap and chain for fire brigade correction conforming to IS:904 and making connection with fire fighting pipe or underground water tank completing the work in all respect as per the directions of the Engineer-in-charge.
198	Providing/Fixing of cubical type floor mounted Fire pump control panel fabricated from 16 G M.S. sheet duly powder coated finish of approved shade and comprising of:a) One 63 amp. TP-NL M.C.C.B. with rotary handle of beacking capacity 35 KV. b) One Volt meter (0-500 V) with selector swich. c) One set including lamps.
199	Supplying and fixing of Fire man axe
200	Supplying and fixing of Pressure Switch
201	Supply & fixing of ISI mark P.V.C. water tank (I,e. syntex or equvilant) with complete fitting and making base plate form
202	SITC of Single headed Hydrant comprising of 80 mm dia. Flanged bend 63 mm dia. GM/SS oblique pattern landing valve complete with blank and Cap.Complete in all respect (Make:- Safeguard/New Age/Lifeguard/G tech)
203	SITC of GM Fire brigade 4 way Inlet connection.Complete in all respect
204	SITC of C.l double flanged Foot Valve complete with nuts, bolts & washers etc. conforming IS 780.Complete in all respect (Make:- kalpana/AARKO/SIR)150mm dia
205	SITC of Hose Box of 18 SWG M.S Sheet with glass fronted door to accommodate 2 nos. RRL Hose & 1 nos. GM/SS Branch Pipe with nozzel (External).Complete in all respect
206	Supply of ABC type Fire Extinguisher 4 kg Capacity.Make:- Sfeguard/Falcon/Fire matic/Cease fire
207	Supply & fixing of Co2 type Fire Extinguisher 4.5 kg Capacity. (Make:Sateguard/Firematic/Falcon/omex/Cease fire)
208	Supply & fixing of Fire Bucket 4 + Stand Complete in all respect
209	S/F of MS suport for pipe fitted with anchor bolt including painting.Complete in all respect
210	Fire Alarm System Supplying, installation, testing & commissioning of addressable manual call point complete as required.
211	Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.
212	Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the following loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. Ten Loop Panel.
213	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire
214	Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required.
215	Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required.
216	Supplying, installation, testing & commissioning of intelligent addressable thermal detector with rate of rise cum fixed tempreature thermistor complete with base as required.
217	Supplying, installation, testing & commissioning of repeater panel wih 320 character/ Touch screen LCD display with inbuilt reset, acknowledge and silence switches complete as required.
218	Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. speaker cable Two pair, 2-core, 1.5 sqmm
219	Supply & laying of aluminum conductor PVC Insulated armored served sheathed cables 1100 Volts grade at a depth of below ground level over a cushion of 75 mm. below ground level over a cushion of 75 mm. thick sand all round and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. complete in all respect (Size 70 sq.mm.,3.5 core)
220	S/F Of 400 amp,415 v,heavy duty ,double break,HRC fuse type metal clad TPN ,complete with HRC Fuse etc.on angle iron frame complete in all respect
221	S/F of surface/flush mounting 6 way TPN DB without MCB with additional metal door complete in all respect Cat A
222	S/F of 63 Amp 4 pole MCB. complete in all respect Cat A
223	S/F of (6 A - 32A) SP MCB complete in all respect Cat A
224	Boring/drilling bor well of required dia for casing/strainer pipe, by suitable method presribed in IS: 2800 (part I) incluidng collecting samples from different strata, preparing and submitting strata chart/bore log including hire & running charges of all rquipments, tools plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 mtr depth below gound level 400mm dia
225	Boring/drilling bor well of required dia for casing/strainer pipe, by suitable method presribed in IS: 2800 (part I) incluidng collecting samples from different strata, preparing and submitting strata chart/bore log including hire & running charges of all rquipments, tools plants & machineries required for the job, all complete as per direction of Engineer-in-charge, beyond 90 mtr & up to 150 mtr depth below gound level 400mm dia
226	Supplying , assembling, lowering and fixing in vertical position in bore well, ERW (Electir 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 200mm nominal size diz having minimum wall thickness 5.40mm
227	Supplying , assembling, lowering and fixing in vertical position in bore well, ERW (Electir 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 150mm nominal size diz having minimum wall thickness 5.40mm
228	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW(Electirc Resistance Welded) FE-410 plain slotted (having slot of size 1.6/3.2mm) 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 5.40mm, 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 150mm nominal size dia
229	Gravel packing in tube well 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.
230	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 bore well of 200mm dia
231	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe tube well as per IS: 2800 (Part I), including necessary bolts & nuts of required size complete. 200mm dia
232	Providing and fixing bail plug/bottom plug of required dia to the bottom of pipe assembly of tube well as per IS: 2800 (part I) 150 mm dia
233	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 tube well all complete, including hire & labour charges of air compressor, tools & accessories etc. all as per requirement and direction of Engineer-in-charge.
234	Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)- 80 mm dia nominal bore
235	Supply & Installation of Pump Set 15 H.P. K.S.B. Make with 6\\" M.S. Column Pipe Starter 15 H.P.V. Meter, A. Meter including pannel box, copper wire 6mm for pupm completion in all respect.Make crompton/bajaj
236	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
237	RECHARGE WELL (RWH) Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth
238	In all kind of soil upto 1.5m to 3.0m. Depth
239	In all kind of soil upto 3.0m to 4.5m. Depth
240	In all kind of soil upto 3.0m to 4.5m. Depth
241	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
242	M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
243	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
244	P/F Mild 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
245	15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand
246	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar
247	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 560mm internal diameter
248	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-incharge, upto 90 metre depth below ground level. Drilling of 300mm dia bore hole manually.
249	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.150 mm nominal size dia
250	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
251	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
252	Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
253	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
254	Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth
255	In all kind of soil upto 1.5m to 3.0m. Depth
256	In all kind of soil upto 3.0m to 4.5m. Depth
257	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
258	M-150 brick work in 1:4 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
259	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.
260	P/F Mild 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
261	15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand)
262	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar
263	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.Rectangular shape 900x600 mm internal dimension.
264	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 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
265	Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m.up to 1.50 m depth Pipes 80 mm to 300 mm diameter
266	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 150mm diameter
267	Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) all-round S.W. Pipes including bed concrete as per standard design.150mm diameter
268	Street Pole with LED Lamp : Supply and fixing of 7 mtf. G.l. Octagonal pole of approved make(top dia 01 No . 21657.00 )302.OO 70 mm, Bottom dia 130 mm Base plate 12 mm thick) having 3 mm, thickness with single arm bracket length of 1 mtr. length in t :2 :4 RCC foundation boh including the cost of foundation , excavation & back filling and Required T & P complete in all respect.
269	Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 to 90 \|Watt. Confirming to IP 66 and above Protectlon complete in all respect. CAT AAA
270	Supply and fixing of 240 volts C Curve 6-32 amp SP miniature circuit breaker (10 KA) in existing MCB, DB complete with Each 25 Connections as rèquired, CAT ASingle Pole
271	supply and fixing following capacity of automatic street Iight cubicle control pannel with anti corrosive alkali and acid proof paint consisting of tine switch TSO 100 seeries with contactors, HRC fuse, isolating switch, metering instrument and instrument box with CTs etc.ccmplete in all respect.
272	Supply and burying of Safe Earthing Electrod T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mmx3.2mm, inner pipe 26.9mm x 2.6 mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCm) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cOver & masonary housing.(From electrode terminal to switch board,cost of 25x3 G.J. Strip wil! be extra) Make: As approved in U,P.P.W.D, & C.P.RI. Certified.
273	Supplying and laying 25 mm X 5 mm G.l strip at 0.50 metre below ground as strip earth electrode, incduding connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be Rmt. 250 done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
274	Supply and fixing of two number 8 SWG G.l. wire in 15mm dia. G.. pipe for earthing, laid in ground or in wall duly concealed including the cost of cernent, sand, labour, T&P other material required for\| proper compietion of work as directed at side.
275	Providing, laying arnd fixing following dia G.l. pipe (mediun,class) in ground complete with G.I, fittings including trenching (75 cm deep)and re-filling etc as required. 100 mm dia
276	LANDSCAPING WORK Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
277	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed withsludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
278	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
279	Supplying and stacking well decomposed cow dung manure at site including royalty and carriage upto site (cow dung measured in stacked will be reduced by 8% for payment.)
280	Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge
281	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
282	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 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 60 cm dia, and 60 cm deep
283	Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
284	Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of theofficer-in-charge.
285	Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge.
286	Providing and Displaying Ficus black vivion piller Topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.
287	Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
288	Providing and Displaying Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type well developed in 50 cm Cement Pot as per direction of the officer-in-charge.
289	Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.
290	Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.
291	Providing & Fixing of Bolard light in park
292	OPEN SURFACE DRAIN Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
293	Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cementcontent of 220 kg /cum
294	First Class brick work in 1:3 cement and coarse sand of 2.25 F.M. mortar in foundation and plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (1:6 cement & coarse sand).
295	15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
296	40mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement.
297	Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
298	CC ROAD Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader onprepared surface and compacting with vibratory power roller to achieve thedesired density, complete as per specifications and directions of Engineerin-Charge With material conforming to Grade-II (size range 53 mm to0.075 mm ) having CBR Value-25
299	Preparation and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including makinggood the undulations etc. and re-rolling the sub grade and disposal ofsurplus earthwith lead upto 50 metres.
300	Construction of dry lean cement concrete sub base over a prepared sub gradewith coarse and fine aggregate conforming to IS:383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture conten tto be determined during trial length construction, concrete strength not tobe less than 10 Mpa at 7 days, mixed in a batching plant, transported tosite, for all leads & lifts, laid with a mechanical paver, compacting with 8-10tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge
301	Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/ camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars tobe paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ lesscement used as per design mix is payable/ recoverable separately. 2 Cement concrete manufactured in automatic batching plant(RMC plant) including transportation to site in transit mixer
302	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (TMT Bars) Fe-500
303	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
304	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc
305	Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade 'A' sealing compound.
306	Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete.
307	EXTERNAL SEWERAGE (SEPTIC TANK) Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth
308	In all kind of soil upto 1.5m to 3.0m. depth
309	In all kind of soil upto 3.0m to 4.5m. depth
310	Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 stone ballast 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
311	Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
312	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
313	TMT Fe-500 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
314	15 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). F.M.-2.25
315	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
316	Providing and fixing S.C.I. tee 150 mm at the inlet and outlet of septic tank.
317	Providing & fixing 75mm dia vent pipes.
318	Providing & fixing of 75mm dia cast iron terminal guard.
319	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
320	L.D. -2.5- Circular shape 450mm internal diameter
321	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 150 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
322	75 KL OHT 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-in-charge. All kinds of soil
323	Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level
324	Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 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
325	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
326	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
327	Centering shuttering including strutting, propping etc. and removal of form workFOUNDATION UP TO PLINTH
328	COL SUPER STRUCTURE
329	Roof Beam
330	Staircase
331	Reinforcement for R.C.C work including straighting,cutting,bending,placing in position and bending all complete Thermo-Mechanically Treated bars.
332	230 th Brick work with brick of class designation 75 in foundation &plinth in cement mortar 1:6
333	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
334	15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6fine sand) mortar
335	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
336	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade withordinary paint of approved brand and manufacture.
337	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.
338	Providing and laying water proofing treatment in sunken portion of W.C., 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 4 hours 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.
339	Providing and fixing double scaffolding system (cup lock type) on theexterior side of building/structure, upto 25 metre height, above groundlevel, including additional rows of scaffolding in stepped manner as perrequirement of site, made with 40 mm dia M.S. tube, placed 1.5 metrecentre to centre, horizontal & vertical tubes joint with cup & lock systemwith M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system inthe scaffolding for working platform etc. and maintaining it in a serviceablecondition for execution of work of cleaning and/ or pointing and/ orapplying chemical and removing it thereafter. The scaffolding systemshall be stiffened with bracings, runners, connecting with the building etc,wherever required, if feasible, for inspection of work at required locationswith essential safety features for the workmen etc., complete as perdirections and approval of Engineer-in-charge.
340	Water OHT Tank Level Indicator, 20 meter
341	P&F OF MODERN WRITING BOARD
342	SOLAR POWER GENRATION SYSTEM with Inverter, Panels,Mounting Structure,Battery etc.complete as perdirections and approval of Engineer-in-charge
343	P/F OF CHOLORINATOR Please Enable Macros to View BoQ information

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Tender For Construction Of Government Degree College At Village-Dhakiya Parvezpur Vikas Khand Dadraul Tehsil-Sadar, District-Shahjahanpur [U.P.], Tehsil-Uttar Pradesh

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Tender For Construction Of Government Degree College At Village-Dhakiya Parvezpur Vikas Khand Dadraul Tehsil-Sadar, District-Shahjahanpur [U.P.], Tehsil-Uttar Pradesh

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