Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Earth Workclearing Grass And Removal Of Rubbish (Maximum 150Mm) By Manual Means And Disposal At A Lead Of 50 Metres As Per M, Dausa-Rajasthan

TDR : 31810325

Tender Notice
BOQ

Expired

Dausa , Rajasthan

Tender Brief : Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan EARTH WORKClearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per M

Document Fees
₹ 15000 /-

EMD
₹ 2999620.0 /-

Tender Value
₹ 14.99 Crore /-

Submission Date
02-05-2022

Competition Type
Indian

Bidding Type
Tender

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1	EARTH WORKClearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
2	Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil. Upto 3.0 m depth.
3	Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m.
4	Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1
5	In ordinary rock. Depth upto 1.5 M.
6	Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.2.1
7	Carriage of Materials by mechanical transport including loading, unloading and stacking ::Upto 1 Km
8	Stone, boulders, gravelly materia
9	Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
10	Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion).
11	Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification.
12	CONCRETE WORK
13	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
14	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm 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.
15	REINFORCED CEMENT CONCRETE
16	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix).
17	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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix)
18	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-30 Grade Concrete.
19	Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° upto two stories excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
20	Providing and laying upto two stories reinforced cement concrete in kerbs, steps and the like excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
21	Add extra for laying reinforced cement concrete above two stories (or 7.50 mtr height above plinth level) for every one storey or 3.00 m height or part thereof.
22	Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
23	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
24	Suspended floors, roofs, landings, balconies and access platform.
25	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
26	Columns, Pillars, Piers, Abutments, Posts and Struts.22.1.5
27	Stairs, (excluding landings) except spiral-staircases.
28	Extra for shuttering in circular work (20% of respective centring and shuttering items).
29	Edges of slabs and breaks in floors and walls. Under 20 cm wide.
30	Weather shade, Chajjas, corbels etc., including edges.
31	Add extra for doing centering and shutteriing work for every additional height of 1 metre or part thereof beyond initial 7.5 metre height from plinth level.
32	Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.
33	BRICK / STONE MASONERY WORK
34	Brick work with FPS bricks of class designation 75 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand).
35	Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand).
36	Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:3 (1 cement :3 coarse sand).
37	Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
38	Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand).
39	Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Green / Black Above 3601 Cm2 Slabs.
40	Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite/Kota Stone Work. Moulding.
41	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 edges etc. complete
42	Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).
43	Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles
44	Providing and fixing Motive pieces all coloures for glazed tiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. Size 200 x 300mm.
45	P & F 1st quality Vitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm.
46	Providing and fixing 1st quality MAT & GLOSSY finished ceramic tiles colour such as standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorbtion less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slury finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the the cost of cement mortar bed 1:4) Size 300mm x 450mm.
47	Providing and fixing 1st quality ceramic glazed vitrified tiles of colour standard white, grey, ivory, fume, red brown, light green, light blue, and other light shades with water absorbtion less than or equal to 0.08% confirming to IS : 13753 & IS : 15622 in floor, steps etc laid on bed on neat cement slury finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete. (excluding the the cost of cement plaster on wall and pillar). Size 600mm x 1200mm
48	38mm thick wood block flooring of first class teak wood laid over 25mm thick levelling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10mm nominal size) to be paid separately coated with a thin layer of hot bitumen (blown type) @ 2.45 kg per sqm. including fixing blocks in position after dipping in hot bitumen (blown type) upto half depth, planed, levelled smooth and finished complete.
49	Kota stone slabs 25 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.
50	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone.
51	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
52	ROOFING
53	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design In 75x75mm deep chase.
54	Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80mm thick with zinc coating not less than 275gm/m².
55	Extra for circular cutting in C.G.S. sheet roofing for making opening of area exceeding 40 square decimetre 0.80 mm thick
56	Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 0.80mm thick with zinc coating not less than 275gm/m²
57	Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand)
58	Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand).
59	Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
60	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
61	18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) toplayer 6mm thick with cement mortar 1:4 (1 cement : 4 fine sand). Design on outer plaster.
62	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
63	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
64	Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
65	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
66	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
67	Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8193, density 16kg/m3 , 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire.
68	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4mm dia. stem, 30mm long and aluminium washers 2mm thick, 15mm dia. at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete. Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron).
69	Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width.
70	Providing and laying expansion joint complete as per drawing and technical specification and as per clause 2605 of MoRT&H Specification including all material, labour, machinary etc.
71	Fillar joint with 20m thick compressible fibre board.
72	Fillar joint with Joint sealing compound with coarse sand and 6 %bitumen by weight.
73	Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: Hot finished seamless type tubes.
74	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
75	Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C
76	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S. tube.
77	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom 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.
78	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides including approved ISI marked Stainless Steel butt hinges fittings with necessary screws complete as per annexure \"A\" : 30 mm thick Decorative teak veneer both side.
79	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured). Decorative teak veneer both side.
80	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.
81	Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area ofthe shutter to be measured).
82	Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 50 mm long.
83	Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm dia.
84	Providing and fixing to existing door frames. 30mm thick factory made solid both side Pre-laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded Pre-laminated PVC \"C\" channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side Pre-laminated PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm 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. Manufacturer’s specification & drawing (for W.C. and bathroom door shutter).
85	ALUMINIUM WORK
86	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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt 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 and panelling to be paid for separately) : For fixed portion. Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
87	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron).
88	Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 25 mm thick
89	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of aluminium snap beading shall be paid in basicitem) : With float glass panes of 5.50 mm thickness.
90	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With stainless steel cover plate.
91	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin-charge complete. 355 X 19 mm.
92	INTERIOR WORK
93	FALSE CEILING
94	Providing and fixing at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick button wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but excluding the cost of painting with 12.5 mm thick tapered edge gypsum board conforming to IS: 2095- Part I,
95	Sanitary Items
96	Plumbing
97	Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour.
98	15 mm nominal bore with 3 cm length.
99	15 mm nominal bore with 45 cm length.
100	Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.20 mm nominal bore, 120 mm long. Weighing not less than 198 gms.
101	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
102	15 mm nominal bore
103	20 mm nominal bore
104	25 mm nominal bore
105	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
106	25 mm nominal bore Horizontal
107	25 mm nominal bore Vertical
108	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
109	Sanitary
110	Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : Upto 300 mm dia.
111	Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 :
112	100 mm dia. pipe
113	125 mm diameter pipe
114	Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead :
115	100 mm diameter pipe
116	125 mm diameter pipe
117	Supplying pig lead at site of work.
118	Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter
119	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
120	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 bricks with class designation 75
121	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With bricks class designation 75
122	Providing and fixing square-mouth S.W. gully trap grade \"A\"’ 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 : 100x100 mm size P type With bricks class designation 75.
123	Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design With bricks.
124	Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design With bricks
125	Fixtures
126	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.
127	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 Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated levers.
128	Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm.
129	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
130	Rectangular shape 453x357mm
131	Rectangular shape 1500x450 mm
132	Providing and fixing 100 mm sand cast Iron grating for gully trap
133	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
134	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors 100 mm inlet and 100 mm outlet
135	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
136	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms.
137	Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-incharge and finished smooth. Granite Stone of approved shade
138	Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
139	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.
140	Internal work - Exposed on wall 15 mm dia. nominal bore
141	Internal work - Exposed on wall 20 mm dia. nominal bore
142	Internal work - Exposed on wall 25 mm dia. nominal bore
143	Internal work - Exposed on wall 32 mm dia. nominal bore
144	Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 15 mm dia. nominal bore
145	Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. 20 mm dia. nominal bore
146	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work :
147	15 mm dia. nominal bore
148	20 mm dia. nominal bore
149	25 mm dia. nominal bore
150	32 mm dia. nominal bore
151	Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work :
152	15 mm dia. nominal bore
153	20 mm dia. nominal bore
154	25 mm dia. nominal bore
155	32 mm dia. nominal bore
156	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
157	15 mm dia. nominal bore
158	20 mm dia. nominal bore
159	25 mm dia. nominal bore
160	32 mm dia. nominal bore
161	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
162	15 mm nominal bore
163	20 mm nominal bore
164	25 mm nominal bore
165	WATER HARVESTING SYSTEM
166	Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm dia Nominal bore
167	Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985 of following nominal bore sizes at site of work. 200 mm dia
168	Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
169	Providing & lowering of G.I. flange pipe B Class including rubber washer and nuts of 8 mm dia complete in all respect. 50 mm dia
170	Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well.
171	ELECTRICAL G-SCHEDULE
172	Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI markedMMS ( IS:9537 P - III ) PVC conduit & it\"s accessories, round tiles,18 SWG M.S. box with earth terminal, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.
173	Short point (up to 3 mtr.)
174	Medium point (up to 6 mtr.)
175	Long point(up to 10 mtr..)
176	Wiring of twin control light / fan / call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it\"s accessories, round tles,18 SWG M.S. box with earth terminal, 6 A two way switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.
177	Short point (up to 3 mtr.)
178	Medium point (up to 6 mtr.)
179	Long point(up to 10 mtr..)
180	Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved make double lock/ ISI marked single lock pvc casing capping & it\"s accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.
181	On board
182	Short point (up to 3 mtr.)
183	Medium point (up to 6 mtr.)
184	Long point(up to 10 mtr..)
185	S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required.
186	20 mm
187	25 mm
188	32 mm
189	Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required.
190	3x 1.5 sq.mm
191	2 x 2.5 sq. mm. + 1x1.5sqmm
192	2 x 4.0 sq. mm. + 1 x 2.5 sq. mm.
193	2 x 6.0 sq. mm. + 1 x 2.5 sq. mm.
194	4 x 10.0 sq.mm
195	4 x 16.0 sq.mm
196	Supplying and drawing PVC jacketed with annealed bare copper inner conductor & tinned copper conductor shielding foam PE dielectric coaxial cable of approved make in existingsurface or recessed conduit/casing capping including making connections as required.
197	RG - 6
198	RG -11
199	Supplying and drawing PVC/ Polythene insulated and PVC sheathed unarmoured/ armoured telephone cable with 0.5 mm dia. Tinned / annealed copper conductor taped &confirming to ITD specification S/WS-112C &113 C of approved make in existing surface or recessed conduit/casing capping.
200	Unarmoured 2 pair
201	Unarmoured 10 pair
202	Unarmoured 20 pair
203	Unarmoured 50 pair
204	Jelly filled armoured (PIJF) 5 pair
205	Jelly filled armoured (PIJF) 10 pair
206	Jelly filled armoured (PIJF) 20 pair
207	Jelly filled armoured (PIJF) 50 pair
208	P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required. Double door (Three phase) Per phase isolation
209	2+8 Way
210	2+12 Way
211	Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
212	2.5 Sq. mm 4 core
213	4.0 Sq.mm 4 core
214	6.0 Sq.mm 4 core
215	10.0 Sq.mm 4 core
216	16.0 Sq.mm 4 core
217	25.0 Sq.mm 3.5 core
218	35.0 Sq.mm 3.5 core
219	50.0 Sq.mm 3.5 core
220	70.0 Sq,mm 3.5 core
221	95.0 Sq.mm 3.5 core
222	120.0 Sq.mm 3.5 core
223	150.0 Sq.mm 3.5 core
224	240.0 Sq.mm 3.5 core
225	300.0 Sq.mm 3.5 core
226	Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.
227	3.5 x 25.0 sq.mm
228	3.5 x 35.0 sq.mm
229	3.5 x 50.0 sq.mm
230	3.5 x 70.0 sq.mm
231	3.5 x 95.0 sq.mm
232	3.5 x 120.0 sq.mm
233	3.5 x 150.0 sq.mm
234	3.5 x 240.0 sq.mm
235	3.5 x 300.0 sq.mm
236	4 x 2.5 sq.mm
237	4 x 4.0 sq.mm
238	4 x 6.0 sq.mm
239	4 x 10.0 sq.mm
240	4 x 16.0 sq.mm
241	Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. Hot Dipped Galvanized.
242	150mm x 50mm x 1.6mm
243	300mm x 50mm x 1.6mm
244	450mm x 50mm x 2.0mm
245	600mm x 50mm x 2.0mm
246	Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating With pipe in pipe technology with 80-100 micron G.I. coating G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
247	S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
248	8 SWG copper Wire
249	25mm x 3mm copper strip
250	50mm x 6mm copper strip
251	25mm x 3mm G.I. ( Hot Dipped) Strip
252	25mm x 6mm G.I. ( Hot Dipped) Strip
253	P & F of IP20 LED Recessed/ Surface Mounted Round/ sqaure Non Dimmable Downlight with die-cast aluminum housing & Heat sink for heat dissipation, high purity reflector with external driver having efficiency > 85% and in compliance to IEC standards. ( supplied together with luminaire) Power consumption of =< 7w/10w/8w/12w/15w/18W with 100/500/750/1100/1250 lumens, system lumen, efficeancy of 70 lm / Watt or 100 lm / Watt output suitable to replace 1x18W/ 2x18w/2x26w CFL downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be CE Compliance.
254	Recessed mounting LED Downlight 18/20W
255	Surface Mounting LED Downlight 18/20W
256	P & F of IP20 LED Ceiling/ Recessed/ suspended mounting light fixture made form CRCA sheet steel housing, high purity/ transmisivity diffuser for uniform light distrubution.High efficiency driver electronics having efficiency > 85% and in compliance to IEC standards.(integral driver). Power consumption of 40 W/50W/60W, 3000/3300/4200 lumens, system lumen efficiency of 70-80 lm / Watt output suitable for 2x36W FTL/ 2x36w CFL/3x36w CFL light fixtures, life time of 50000 burning Hours with 70% intial Lumens maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be CE compliance. Surface Mounting 36W LED Light 2’x2’ with acrylic/ prismatic front cover
257	P & F energy efficient direct fit (Retrofit) LED tube system (with integral driver), on existing fixture. Power Consumption of18W / 36W 1500-3000 lumens, system lumen efficiency 80 lm/Watt output, life time of 50,000 burning hours with 70% initial lumen maintained. CCT 3000°K, 4000°K& 6000°K. 4\" LED Tube shape fixture 18W.
258	P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries LED street light fixture 150 watt
259	Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning. 9 Mtr.
260	Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformers described as above and as per the following continuous rating. 315KVA
261	Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 11 KV Incomer VCB panel up to 630 A equipped with following switchgears and accessories designed & tested as per latest standard i.e. IEC 62271-200, suitable for STC 25KA/3 and IAC A-FLR for 25kA/1sec. Make of HT Panel, Vaccum Interrupter and VCB should be of same make. 11 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-12 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 12 KV on incomer, Ammeter, analog type, selector switches for ammeters, Microprocessor based numerical relay with O/L, E/F and S/C protection, Set of dual core dual ratio 3CTs of suitable ratio with sec 1 of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter.
262	SITC of DG Set complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled.Alternator shall be self regulated with standard Alternator Protection( Over voltage, over speed & under voltage). Engine shall have residential silencer, up to 10 M exhaust piping , electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank ( with Stand) & piping, control panel (16 G) with MCCB (4P; 25 KA), Ammeter, Voltmeter, Frequency Meter, Energy Meter & Hour Meter, Engine instruments panel, AVM and with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183 .The doors are fabricated from 1.6 mm CRCA sheet packed with accoustic material, floor of MS chequrred plate 5.0 mmthick, All doors/ opening are sealed with neoprene/ EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having microprocessor based genset monitoring and control system mccb Ammeter, voltmeter, Pf meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator. Noise level is less than 75 db (A) at a distance of 1 Mtrs. duly certified by authorized agency. Complete in all respect of following capacity : Radiator cooled and turbo charged 250 KVA at 0.8 pf 415V 50Hz 3-?.
263	Supply, Installation, Testing & Commissioning of HT metering cubical panel as approved By DISCOMs fabricated out of 14 SWG CRCA sheet steel in two compartment & MS angle of size 60mmX6mm having provision for Following: (i) Provision for fixing Trivector Meter (To be supplied by DISCOMs) (ii) Provision for fixing of combined CT PT Set (To be supplied by DISCOMs) (iii)TT Block (iv) 6mm Bakelite sheet on all sides.
264	Supply, Installation, testing and commissioning of 11 KV Double Pole structure With Air Break SWITCH having following specifications : (a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size 100 mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required. (b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 Nos pin insulator ,GI pipe of suitable length for operation.c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / Drop Out fuse set, 33KV barrel fuses mounted on 6 Nos. Post insulators. (c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators (d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. (e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required. GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
265	FIRE ALARM G-SCHEDULE
266	SITC of microprocessor based 2 - wire loop (each loop accessing 90 addressable units ) Fire Alarm Control Panel. The Panel shall be able to give pin point location of addressable units via the address code for each unit. The Panel shall also be able to automatically switch off all control switches when-ever any Alarm is triggered. The Panel shall also be able to give voice announcement to individualized speakers. The Panel shall have built in sounder, Maintenance Free Batteries of minimum 15 Ah of 24 volts capable of minimum of 12 hours with battery charger, rectifier. Loop cards, LCD unit to indicate Fire / Fault Signal of individual unit, built in-built / external printer, to log all incoming data etc complete in all respect. 2-LOOP.
267	SITC Manual Call Point complete with , Glass, hammer and chain etc as required: Analogue addressable type
268	SITC Automatic commendable Control Switches for shutting downAC Plant, Power Supply, Gas Supply etc. Response Indicators.
269	SITC Fault Isolators for isolating shorted, dead wire and loose circuits between two successive Fault Isolators with automatic resetting arrangement. Analogue addressable type.
270	FIRE FIGHTING G-SCHEDULE
271	Sub Head - I - (Wet Riser System - Pumping Equipments)SITC of electric driven Sprinkler / Hydrant pump Suitable for automatic Operation consisting of the following-(A) Horizontal multi stage Centrifugal suction type pump complete for delivery of below mentioned discharge complete with necessary sluice value on the suction side ( all items to be matching the suction side of the pump) and pressure gauge sluice value and non return valve on the delivery side side ( all of the necessary dia) and including bypass arrangement for testing of pump.(B) Squirrel cage induction motor suitable for 415 V, 50 HZ, Ac supply of below mentioned HP for the above pump ,1450 RPM T.E.F.C confirming to IP:55 and flexible coupling and coupling guard with the pump. (C) Common bed plate fabricated from mild steel channel or cast iron type1620 LPM at 70 Mtr Head ( 50 HP Motor)
272	SITC of diesel engine drive Standby Pump suitable for automatic operation consisting of the following A, B, C. .The Diesel driven pump shall be suitable for following discharge:(A) Horizontal multi stage centrifugal suction type pump complete for delivery of below mentioned discharge complete with necessary flexible pipe, sluice value on the suction side (all items shall be matching the suction side of the pump) and pressure gauge, sluice valve and non return valve on the delivery side (all of the necessary dia) and including bypass arrangement for testing of pump.(B) Water cooled Diesel Engine developing suitable BHP for the below mentioned discharge at 1800 RPM, flexible coupling and coupling guard with the Pump, common bed plate for mounting of the Engine and Pump, d cushy foot, damping arrangement by cushy foot, Diesel Engine starting Panel for starting of the engine automatically with a unit of battery of 12/24v, 88 Ah, 13/21 plate, Exhaust Pipe of minimum 10 M length, with muffler, day oil tank of 300 1ts capacity with first charge and hand operated oil pumpingset, Supply, installation, testing, & commissioning of electric driven automatic pressurization pump setC) Horizontally mounted single stage centrifugal end delivery pump of below mentioned discharge with necessary sluice valve on the suction side (all items matching the suction side of the pump) and sluice valve, non return value, pressure gauge on the delivery side including by pass arrangement for testing of the working of the pumping set as required.1620 LPM at 70 Mtr Head ( 50 HP Engine)
273	SITC of Jockey pump having Squirrel cage induction motor suitable for 415 V, 50 Hz AC supply with synchronous speed of 2900 RPM T.E.F.C type confirming to IP:55 and flexible coupling and coupling guard with the pump ,Common bed plate of fabricated mild steel channel or cast iron type. 180 LPM at 70 Mtr (15 HP).
274	Supplying & Installing cylindrical type air vessel, 250 mm dia 1.5M high of thickness 6.0 mm M.S. complete with air release valve, safety valve, pressure gauge etc.along with two coats of Red Oxide and two coat of post office red enamel paint as required.
275	Providing & fixing 100mm dia pressure Gauge on Pump DeliveryLine complete with shut off cock.
276	SITC of pressure switches for Main, Jockey, and standby pumps,including necessary wiring UPTO control panel and stop valve.
277	Sub Head - II - (Hydrants System)
278	Providing and fixing single headed hydrant valves with flanged inletISI marked with 63 mm female instantaneous outlet of gun metalcomplete with blank cap and chain conforming to IS : 5290
279	Providing . 63 mm dia 15 M long reinforced rubber hose pipeconforming to IS : 636-1962, Part –A & ISI marked with Gun Metalmale & female coupling wire wound with the pipe.
280	Providing & fixing (1.0 M x .45 M x 0.6 M ) OUTDOOR HOSECABINET suitable for accommodating hydrants made of not lessthan 16 swg. M. S. sheet having central opening glazed doorincluding necessary locking arrangement, painting (one coat primer& two coats of paint ) and housing 2 Nos. RRL hose pipe, 1 Nobranch pipe.
281	Providing and fixing Swinging Drum type hose reel ISI marked 30M(L) x 20 mm (dia) rubber lined pipe with shut off nozzle of 6 mm diaincluding the cost of 25 mm dia pipe connection from riser to hosereel , all sockets, nipples, elbows and 25 mm globe valve.
282	Providing and fixing ISI marked Three Way fire Brigade Inlet to wetRiser with non return valve complete in all respects
283	Providing, fixing, jointing and testing of Heavy Gauge (C class ) MSPipe ISI marked with accessories like tees, elbows, flanged joints,reducers, compressed asbestos gaskets, nuts and bolts includingfixing the pipe with suitable flat iron strip clamps /bracket, paintingetc. Complete as required for delivery/ suction manifold relating tothe pump including painting of two coats of Red Oxide and two coatof post office red enamel paint including all civil breakages andmaking good the same :
284	200mm dia
285	150 mm dia
286	80 mm dia
287	Sub Head - III - (Piping, Valves and Accessories)
288	MS (Medium duty B class) pipe with cleaning,wrapping and coatingof the pipe as per IS; 10221 in all kind of soil at 1.0 M depthincluding excavation as required.
289	150 mm dia
290	100 mm dia
291	80 mm dia
292	Providing & fixing Butterfly valve with Cast Iron Body, Cast Iron Discand Seat of Nitrile Rubber Bonded on Bakelite with hard back to PN1.6 rating with following sizes complete with bolts, washers andcompressed asbestos gasket as required
293	150 mm dia
294	100 mm dia
295	80 mm dia
296	Providing and fixing non return valve complete with bolts nuts washers and compressed asbestos gasket etc as required :
297	200 mm dia
298	150 mm dia
299	80 mm dia
300	Carbon Dioxide type fire extinguisher with cylinder fully charge of 4.5kg capacity.
301	Providing, fixing, testing & commissioning of sprinkler heads of thefollowing type : Pendant type with quartziod bulb, operating temperature at 68 deg Cas per specifications.
302	Providing & fixing 10 SWG chrome plated brass 100 mm diadecorative flanges / escutcheon plates to be fixed at junction ofSprinkler piping with the false ceiling.
303	Sub Head - III - (Piping, Valves and Accessories)
304	Sub Head - IV (Fire Electrical Control Panel)
305	Supplying and making end termination with heavy copper lugs (pin/ring type) duty crimped with crimping tool, PVC tape etc of followingsize
306	1.5 Sq.mm
307	10.0 Sq.mm
308	35.0 Sq.mm
309	Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. 100mm x 50mm x 1.6mm
310	BOUNDARY WALL G-SCHEDULE
311	Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
312	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
313	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
314	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
315	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-30 Grade Concrete.
316	Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
317	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
318	Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars
319	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing.
320	Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand)
321	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:
322	EARTH WORK
323	Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.
324	Earth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all type of soil Upto 3.0 m depth.
325	EXTERNAL DEVELOPMENT
326	Compacting original ground
327	Loosening upto a level of 500 mm below the subgrade level watered, graded and compacted in layers by vibratory roller 8-10 tonne to meet requirement of table 300-2 for subgrade construction as per MoRT&H specification clause 305.3.4.
328	Loosening and recompacting original ground below embankment including Loosening leveling and recompacting original ground supporting embankment to facilitate placement of of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling by vibratory roller 8-10 tonne so as to achieve minimum dry density as given in table 300-2 for embankment construction as per MoRT&H specification clause 305.3.4.
329	Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
330	CEMENT CONCRETE PAVEMENTS
331	Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manualy, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
332	Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30.
333	Providing and laying cast-in-situ cement concrete M-20 grade kerb stone channel top and bottom width 115 and 165 mm respectively, 250mm high laid with kerb laying machine, on 150 mm thick PCC M10 grade foundation (laid manually) as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. Using Concrete Mixer.
334	Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications.
335	Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 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 stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge.
336	Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately. 300 mm internal diameter.
337	Horticulture Work
338	Grassing with \"Doobs\" 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 moving including supplying good earth if needed. In rows 7.5 cm apart in either direction.
339	Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
340	Ficus panda
341	Tecoma capensis ( Ratanjot)
342	Clerodendron inermii ( Choti Aari)
343	Tabernaemontana variegated ( Chandni)
344	Hamelia patens ( Firebush, Thal Kamal)
345	Hibiscus variegated ( Guddal)
346	Supply and planting following in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
347	Wedelia trilobata ( SunFlower Family)
348	Alternathera green (Parrot Leaf)
349	Iresine herbstii (Blood Leaf)
350	Ophiopogon Black ( Lily Turf, Mondograss)
351	Asparagus myerii (Fox Tail)
352	Lantana sellowiana
353	Rhoeo spathacea \"Compacta‘ ( Oyster, Boat Lily)
354	Golden duranta
355	Pennisetum setaceum (Fountain Grass)

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Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Earth Workclearing Grass And Removal Of Rubbish (Maximum 150Mm) By Manual Means And Disposal At A Lead Of 50 Metres As Per M, Dausa-Rajasthan

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Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Civil Work For Auditorium For Nagar Parishad, Dausa, Rajasthan Earth Workclearing Grass And Removal Of Rubbish (Maximum 150Mm) By Manual Means And Disposal At A Lead Of 50 Metres As Per M, Dausa-Rajasthan

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