Tender For Repair And Renovation Of Facilities At Govt. Boys Higher Secondary School, East Khasi Hills, Shillong-Meghalaya

TDR : 55276704

Tender Notice
BOQ

26 Days Left

Shillong , Meghalaya

Tender Brief : Tender For Repair And Renovation Of Facilities At Govt. Boys Higher Secondary School, East Khasi Hills

Document Fees
₹ 10000 /-

EMD
₹ 1310844.0 /-

Tender Value
Refer document

Submission Date
28-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Building
2	Building1 Package No : CW-05 (Lot-1) Name of Work :Project Supporting Human Capital Development in Meghalaya (SHCDM) – Phase 2 Bill of Quantities for Govt. Boy's Higher Secondary School, Shillong, East Khasi Hills Bill of Quantities BOQ item no Description of Item Unit Quantity Rate (Rs.) Total Amount (Rs.) A. Civil Works: I EARTHWORK
3	Earth work in excavation by mechanical means upto a depth of 2 m below the existing ground level for foundation, trenches of foundations, footings of columns/ walls, retaining wall, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.
4	All kinds of soil (ordinary soil/ hard soil/ dense soil)
5	In ordinary rock (soft rock/ medium rock/ hard shale)
6	In hard rock (soft rock/ medium rock/ hard shale) (Blasting prohibited)
7	Same as Items 1.1 above but for each additional 1 m depth or part thereof beyond the initial depth of 2 m
8	All kinds of soil
9	In ordinary rock
10	In hard rock (Blasting prohibited)
11	Disposal of surplus earth/ unserviceable material from the work site including loading and unloading complete as directed for a total of 15 km (i.e. 10 km beyond the initial lead of 5 km)
12	Excavated earth
13	Excavated rock
14	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
15	Upto a depth of 1.50 m
16	Above 1.50 m upto 3.00 m depth
17	Earthwork in filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, including breaking of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
18	With available excavated earth
19	With borrowed earth/ stone dust carriage upto 5 km
20	Extra over Item for additional lift of 1.5m or part thereof for all types of soils
21	Sand filling in plinth in layers not exceeding 150mm in depth including breaking of clods, consolidating by watering and ramming complete as directed (maximum depth 45 cm) SUB TOTAL 0.0 II FORMWORK
22	Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by the Engineer-in-charge.
23	Shuttering for sides of plain cement concrete work in blinding concrete, plinth protection, copings, sills etc.
24	Foundations, footings, bases of columns, raft, grade slab etc. for mass concrete (using steel)
25	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (using steel)
26	Suspended floors, roofs, landings, balconies and access platforms, shelves (using steel)
27	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
28	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel) SUB TOTAL 0.0 III PLAIN CEMENT CONCRETE
29	Plain cement concrete works in foundation bed for footing steps, walls, brick works etc. below plinth level as directed and specified including dewatering if necessary, and curingcomplete (shuttering where necessary shall be measured and paid separately).
30	1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Rare only
31	1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
32	Providing and laying cement concrete in retaining walls etc. and all works above plinth level such as pilasters, columns, pillars, posts, struts, buttresses, parapets, coping, plain window sills, fillets, sunken floor etc.,, up to first floor level, excluding the cost of centering, shuttering and finishing
33	1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (For cement concrete screed below floors)
34	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) SUB TOTAL 0.0 IV REINFORCED CEMENT CONCRETE
35	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 ls: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level cum 38.348 0.0
36	All works above plinth level up to first floor level
37	Supplying, fitting and fixing in position reinforcement bars up to lst floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20 G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurement for the same is required)
38	Thermo-Mechanically Treated bars
39	Providing and fixing parallel threaded couplers conforming to ls code on \\"Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement-Specification\\", to reinforcement bars including threading, enlargement at connection by forging, protecting the prepared reinforcement bars and related operations as required to complete the works as per direction of Engineer in-Charge
40	Coupler for 16 mm diameter reinforcement bar
41	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
42	Providing & mixing approved pure acrylic based polymer modified waterproofing compound in concrete work of approved brand and quality, mixed with cement in required proportions as per manufacturer's guidelines, specifications and as directed by the Engineer-in-Charge. The product shall comply with IS: 9103 and IS: 2645. The product must be free of chlorides and shall comply with ASTM C494 Type A & D. SUB TOTAL 0.0 V MASONRY
43	Brick work with common burnt clay modular lst class bricks in foundation and in plinth:
44	In Cement Mortar 1:6 (1 cement : 6 coarse sand)
45	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:
46	Cement mortar 1:6 (1 cement : 6 coarse sand)
47	Half brick masonry with common burnt clay (non modular) first class bricks in superstructure above plinth level up to first floor level
48	Cement mortar 1:4 (1 cement :4 coarse sand)
49	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. SUB TOTAL 0.0 VI STONE WORK
50	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) up to plinth level with:
51	Cement mortar 1 :6 (1 cement: 6 coarse sand) SUB TOTAL 0.0 VII CLADDING WORK
52	Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre-polished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
53	Granite of any colour and shade, area of slab upto 0.50 sqm (For laboratory counter tops)
54	Providing edge moulding to 18 mm thick marble stone counters, Vanities, etc.„ including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in Charge.
55	Granite work
56	Extra for fixing marble/ granite stone, over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
57	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing Of cut edges etc. complete.
58	Providing and fixing 1st quality ceramic glazed wall tiles conforming to lS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours and shades of any size as approved by Engineer-in-Charge, in walls, 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. Normal range sqm 494.065 0.0
59	Providing polished Vitrified wall tiles of approved quality, size, shape and thickness not less than 8 mm on walls and skirting over cement mortar bed 10 mm thick in prop.1:3 (1 cement: 3 coarse sand) including cutting where necessary finished with flush pointing with adhesive or white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed.
60	Normal range SUB TOTAL 0.0 VIII WOOD WORK
61	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought trained and fixed in position with hold fast lugs or with dash fasteners of required diameter & length.
62	With Teak wood/ Sissu wood.
63	Providing and fixing ISI marked flush door shutters conforming to lS:2202 (Part I) non-decorative type, core of block board construction with frame of lst class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
64	35 mm thick including lSl marked Stainless Steel butt hinges with necessary screws
65	Extra for providing lipping with wooden battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
66	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) :
67	Rectangular or square
68	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
69	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
70	With Teak wood/ Sissu wood - 50 x 20 mm
71	Providing and fixing 18 mm thick,150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, lS:3087 marked, including top cover of 6 mm commercial ply wood conforming to lS:303 BWR grade, nickel plated M.S. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100x40x40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.
72	Extra for using veneered particle board conforming to lS:3097 Grade I, in item of pelmet 18 mm thick 150 mm wide.
73	Particle board with decorative veneering on both sides
74	Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
75	Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25 mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete:
76	25 mm dia
77	Providing & fixing decorative high pressure laminated sheet of plain/ wood grain in gloss/ matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to lS : 2046 Type S, including cost of adhesive of approved quality.
78	1.5 mm thick SUB TOTAL 0.0 IX STRUCTURAL STEEL AND ALLIED WORKS
79	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.
80	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.„ including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
81	Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
82	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
83	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, including 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered).
84	Providing and fixing factory made lsl marked steel glazed doors, windows and ventilators, side/ top/ center hung, with beading and all members such as F7D, F4B, Kll 8 and K128 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, includingpriming coat of approved steel primer, but excluding the cost of other f\\"ngs, complete all as per approved design, (sectional weight of only steel members shall be measured torpayment)
85	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.
86	Fixed to steel windows by welding
87	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
88	4.0 mm thick glass panes
89	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
90	Stainless steel (grade 304) wire gauze of 0.5 mm dia. Wire and 1.4 mm aperture on both sides
91	Providing and fixing M.S.fan clamp type I or II of 16 mm dia. M.S.bar, bent to shape with hooked ends in RCC slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
92	Supplying & applying of portland cement based vermiculite cementitious fireproofing system of approved brand and quality for structural steel elements as per manufacturer's specifications and approved method statements. The product shall conform to minimum spray applied density of 350 kg/m3 as per ASTM E605 standards. The fireproofing thickness shall conform to a valid \\"N\\" series design to UL 263 (ASTM E119) standard for a limiting temperature of 538 degrees C (or 1000 degrees F) for various steel element sizes based on section factor (Hp/A or W/D). The treated steel surface shall be with no cracks, no spalling and no erosion and does not promote the corrosion of steel as per the detailed technical guide specifications. The item shall include for priming coat comprising of high solid corrosion resistant epoxy primer with a minimum DFT of 75 microns and demonstrated salt fog test performance exposure of 4 hours to ASTMB117 with no rusting, creeping or blistering. The fire proofing vermiculate material shall meet all the necessary design and testing criteria required for minimum two hours fire rating as per NBC/BS or any other equivalent applicable code. Fireproofing shall be free of asbestos, mineral fibres, polystyrene, or other known materials which may be considered hazardous either during mixing, application, curing, or chemical release in a fire. The product shall have the manufacturer's certification that the materials to be supplied comply with the manufacturer's specifications and factory QMS certification to ISO 9001:2005. The fireproofing product shall comply to UL FuS (Follow-up Scheme) and ensure the product delivered on site shall be with UL Mark on the packaging. The item shall include for surface preparation, necessary scaffolding/ staging for all leads, heights & levels, cleaning, manufacturer's performance guarantee for a period of ten years on approved proforma etc. all complete as per manufacturer's specifications and as directed by the Engineer-in-charge.
93	On structural steel work SUB TOTAL 0.0 X FLOORING General Note for Flooring : All Stone flooring should be adequately protected with plastic sheets, POP layer till final polishing & handing over, without any extra payment.
94	Providing and laying damp proof course with cement concrete in prop 1 :11/2:3 with graded stone aggregate of 10 mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed.
95	40 mm thick
96	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 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
97	Providing soling with stone, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
98	Stone Soling, 150 mm
99	Filling sunken floor with broken brick bats/ stone aggregates and sand including compacting and supplying of materials complete as specified and directed for all levels.
100	Brick bats
101	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 :4 (1 cement: 4 coarse sand).
102	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade Of the slabs, including rubbing and polishing complete
103	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
104	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
105	Providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to lS:15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
106	Size of Tile 600 x 600 mm
107	Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg Of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling, grouting and finishing complete as per direction of Engineer-in-charge
108	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing, etc. all complete as specified and as directed by the Engineer-in-Charge.(In strips or any other approved pattern for Ramp areas)
109	Providing Vitrified Anti-skid Tiles of approved quality size, shape not less than 8 mm on floor, skirting over a cement mortar bed 15 mm thick of 1:3 (1 cement: 3 coarse sand) complete at all level as specified and directed.
110	Normal range (For toilets) SUB TOTAL 0.0 XI ROOFING
111	Providing, fabricating, assembling & installing at all levels and in required architectural profile, single skinned pre-coated galvalume sheet roofing system with profiled pre-coated zincalume sheets of approved brand, colour, shade, size & quality & 0.5 mm thickness (TCT) including all accessories, necessary scaffolding / staging for all leads, heights and levels as per approved shop drawings, manufacturer's guidelines &, specifications etc. all as per directions and to the satisfaction of the Engineer-in-charge.& comprising of the following layers : i) Top Layer – Shall comprise of trapezoidal profiled galvalume steel sheet of 1015 mm effective width and nominal 28.5 mm deep ribs with subtle square fluting in the five pans at nominal 203mm center to center. The end rib shall be designed for anti- capillary action, to avoid any seepage of water through the lateral overlap. The base material used shall be as per AS / NZS 2728 Type 4 and with nominal 0.45 mm Base Metal Thickness (0.50 mm TCT) of Hi-Strength with minimum 550 MPa yield strength, AZ150 (Min. 150 g/m2 total of both sides) hot dip metallic coating of 55% Aluminum- Zinc to AS 1397 (Zincalume steel) and lead free super durable polyester quality paint top coat with inorganic pigment. The total paint coat thickness shall be nominal 35 μm, comprising of nominal 20 μm exterior coat on top surface and nominal 5 μm backer polyester coat on reverse surface over nominal 5 μm primer coat on both surfaces in approved shade. The feed material shall have coil manufacturer’s product details marked at regular intervals. Note : Structural steel Work including supporting frames, purlins and its painting shall be measured and paid separately under relevant item. sqm 1319.97 0.0
112	Providing and fixing, the following roofing accessories, using 0.50 mm (TCT) pre-coated galvalume/ zincalume steel sheets matching to the roofing panels using self-drilling/ self-tapping screws complete:
113	Ridges plain (minimum 610 mm width)
114	Flashings/ Aprons.(upto 610 mm width)
115	Gutter (upto 610 mm over all girth) Rate Only
116	Gutter (above 600 mm but upto 915mm over all girth) SUB TOTAL 0.0 XII CEILING WORK
117	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24 x 38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross 'T' of size 24 x 25 mm made of 0.30 mm thick (minimum) sheet,1200 mm long spaced between main \\"T\\" at 600 mm centre to centre to form a grid of 1200 x 600 mm and secondary cross \\"T\\" of length 600 mm and size 24 x 25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200 x 600 mm panel to form grids of 600 x 600 mm and wall angle of size 24 x 24 x 0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using Gl slotted cleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12.5 mm dia. and 50 mm long dash fasteners, 4 mm Gl adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
118	12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to lS:2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4mm c/c with centre borders of 48 mm and the side borders of 30 mm, backed with nonwoven tissue on the backside, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing
119	Providing and fixing PVC 150 mm wide and 8mm thick strip ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gins/sqm (both side inclusive) as per is:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia. x 50mm long with 6 mm dia. bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end Of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, Shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia. x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fb(ed to walvpartition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge. SUB TOTAL 0.0 XIII PLASTERING
120	Providing and applying 15 mm thick cement plaster on rough side of single or half brick wall of mix: in cement mortar 1:6 (1 cement : 6 coarse sand) to interior masonry/ concrete wall surfaces
121	Providing and applying 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement: 6 fine sand).
122	Neat cement punning
123	Providing and applying 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self-curing mortar of approved make as per the direction of Engineer-in-Charge.
124	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
125	Providing and applying 12 mm of cement plaster finished with a floating coat of neatcement of in cement mortar 1:4 (1 cement : 4 coarse sand) to interior masonry/ concrete wall surfaces
126	Providing & fixing G.I. Hexagonal chicken wire mesh of 19 size of aperture (12mm x 20 gauge) confirming to IS : 3150 at the junction of dissimilar surfaces of brick / block masonry wall and RCC column / beams and the like including necessary \\"U\\" nails / screws with cleats for fixing, overlapping, necessary scaffolding etc. complete all as per specification and as directed by the Engineer-in-charge for all heights and all locations. SUB TOTAL 0.0 XIV PAINTING, OILING, POLISHING, VARNISHING WORKS
127	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 smcoth complete.
128	Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:
129	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat Of exterior primer applied @ 2,20 kg/10 sqm)
130	Wall painting with acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
131	New work (two coats)
132	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
133	New work (two or more coats)
134	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works
135	Polyurethane (PU) polishing on woodwork with sprayer including sanding, wood filler complete as directed SUB TOTAL 0.0 XV FENCING, SITE DEVELOPMENT & MISCELLANEOUS WORKS
136	Providing and laying tactile tiles (for vision impaired persons as per standards) of size 300 x 300 x 9.8mm having water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of the Engineer-in-Charge.
137	Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion):
138	Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 ltr/ Rm including drilling and plugging holes etc.: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Rm 96.431 0.0
139	Treatment of soil under floors using chemical emulsion @ 1 litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration sqm 13.071 0.0
140	Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Rm 96.431 0.0
141	Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia. holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.
142	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
143	Rectangular shape of 453 x 357mm
144	Providing and laying 200 microns thick LDPE sheets (conforming to ASTM-D-4397) to serve as a vapour barrier below the plinth, the sheets having overlaps not less than 100 mm longitudinally and 150 mm transversely. The sheets shall be uniform in width and thickness and free from defects such as pin holes, air bubbles, stains etc. The sheets shall be laid flat prior to concreting on a clean broomed surface. The end of the sheets should butt properly against form work or adjacent concrete as the case may be without gaps. The entire work shall be carried out as per manufacturer's specifications/ guidelines and as directed by the Engineer.
145	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.
146	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910, on 12 mm dia. steel bar conforming to IS:1786, having minimum cross section as 23x25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design.
147	Supplying and fixing C.I. cover without frame for manholes: 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg each 2.0 0.0 SUB TOTAL 0.0 XVI PVC WORK
148	Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets Of 15xl5 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19xl9 mm M.S. square tube Of 19 gauge, EPDM rubber gasket weather seal to be provided throughout the frame. The door frame to be fixed to the wall using M.S. screws Of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge
149	Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S, tubes Of 19 gauge thickness and size of 19xl9 mm for stiles and 15xl5 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel ofsize 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming stiles and 5 mm thick, 95 mm wide PVCsheet 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 side of the panel.10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling Of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7 mm (5 mm + 2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width js to be stuck on the interior side Of the 'C' Channel using PVC solventadhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
150	30 mm thick pre laminated PVC door shutters
151	Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung PVC Door/windows, of approved quality, with necessary stainless steel screws etc. as perdirection of Engineer-in-charge
152	200x19x1.9 mm
153	Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
154	125 mm
155	Providing and fixing aluminium tower bolts, ISl marked, anodized (anodic coating not less than grade AC 10 as per lS:1868) transparent or dyed to required colour or shade, withnecessary screws etc. complete:
156	150 x 10 mm
157	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with lSI, lS:3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
158	Providing and fixing aluminium hanging floor door stopper, lSl marked, anodized (anodic coating not less than grade AC 10 as per ls:1868) transparent or dyed to required colour and shade, with necessary screws etc. complete Twin rubber stopper each 37.0 0.0 SUB TOTAL 0.0 XVII WATER PROOFING
159	Note: All the waterproofing treatment shall be executed through a recognized water- proofing agency approved by the Engineer-in-charge. A written guarantee on non-judicial stamp paper shall be submitted by the Contractor for a minimum period of ten years from the certified date of completion for the satisfactory performance of the entire water-proofing system. Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures as directed by Engineer-in-charge and consisting of : (i) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound conforming to lS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 0.008 cum/sqm thoroughly embedded in the 2nd layer. sqm 16.1 0.0
160	Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to ls:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement: 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge: Providing and placing in position suitable PVC water stops conforming to lS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete: Serrated with central bulb (225 mm wide, 8-11 mm thick) Rm 23.0 0.0
161	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: 1st 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. 2nd 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. sqm 592.999 0.0
162	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to lS:2645 and approved by Engineer-in-charge over the PCC 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 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to lS:2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1 :5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to lS:2645 and approved by the Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing, applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to lS: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 lS:2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm squares, 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge. With average thickness of 120 mm and minimum thickness of 65 mm. sqm 2063.623 0.0
163	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
164	Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @ 14.35 kg/10 sqm. one coat of self priming of cementatious waterproofing polymer (dilution with water in the ratio of 1 :1) and two coats Of cementatious waterproofing polymer (dilution with water in the ratio of 3:1) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.
165	Providing and making khurras 450 x 450 mm with average minimum thickness of 50 mm 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.
166	Making soak pit 2.5 in diameter 3,0 metre deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diamcter,1.8 in long complete as per standard design SUB TOTAL 0.0 XVIII DOOR AND WINDOW FITTINGS Hinges
167	Providing and fixing lS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
168	100 x 60 x 2.5 mm
169	Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/ top hung windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge
170	250 x 19 x 1.9 mm Handles
171	Providing and fixing lsl marked oxidised M.S. handles conforming to ls:4992 with necessary screws etc. complete: 125mm each 947.0 0.0 Rate Only
172	Providing and fixing bright finished brass 100 mm mortise latch and lock, lsl marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as perls:1868) aluminium lever handles of approved quality with necessary screws etc. complete. Locks & latches
173	Providing and fixing bright finished brass 100 mm mortise latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete
174	Providing and fixing bright finished brass 100 mm mortise latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete
175	Providing and fixing 100 mm aluminium baby latch, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.
176	Providing and fixing aluminium sliding door bolts, lSI marked anodized (anodic coating not less than grade AC 10 as per ls:1868), transparent or dyed to required colour or shade,with nuts and screws etc. complete:
177	250 x 16 mm Door closers, stoppers & tower bolts
178	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with lSI, lS:3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
179	Providing and fixing aluminium tower bolts, ISl marked, anodized (anodic coating not less than grade AC 10 as per lS:1868) transparent or dyed to required colour or shade, withnecessary screws etc. complete:
180	150 x 10 mm
181	Providing and fixing aluminium hanging floor door stopper, lSl marked, anodized (anodic coating not less than grade AC 10 as per ls:1868) transparent or dyed to required colour and shade, with necessary screws etc. complete
182	Twin rubber stopper Window fittings
183	Providing and tixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 250 mm weighing not less than 150 gms each 643.0 0.0 Signages (Door mounted)
184	Providing & fixing brush finished 16 SWG stainless steel stain finished (SS 304 Grade) signages of specified size, approved make and quality at all indicated locations as per approved shop drawings and as directed by the Engineer-in-charge .
185	Signages of 300 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete.
186	Signages of 200 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete. SUB TOTAL 0.0 XIX DISMANTALING & DEMOLITION WORK
187	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of
188	G.S. Sheet
189	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
190	Of area 3 sqm and below
191	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead
192	For thickness of tiles 10 mm to 25 mm
193	For thickness of tiles above 25 mm and up to 40 mm
194	Dismantling cement asbestos ceiling/ hard board ceiling/ any type ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
195	Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 mctres height including slacking the material within 50 metres lead
196	of sectional area 40 sqcm and above
197	Extra for dismantling trusses, rafters, purlins etc. Of wood work for every additional span Of one metre or part thereof beyond 10 metros:
198	of sectional area 40 sqcm and above ( Taken Extra 10 Mtrs)
199	Dismantling old plaster or skirting raking out joints and sqm 25.00 cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. SUB TOTAL 0.0 XX RETROFITTING & REPAIR WORK (STRUCTURAL)
200	Structural Retro-fitting and Repair Work
201	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 200 mm in PICC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-in-charge. Up to and including 12 mm dia. each 11641.0 0.0
202	Providing and laying SBR Polymer modified (of approved make @ minimum 2°/o by weight of cement used) plain/reinforced concrete jackct for the structural members e.g.columns, pillars, piers, beams etc. with concrete having the specified minimum characteristic compressive strength [with Ordinary Portland Cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member,Note: Hates shall be for finished surface area of concrete and shall include the cost of making holes in existing BCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self-compacting and SBPl polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument) 100 mm thick in Grade M 25 with cement coment not less than 330 kg/cum Sqm 883.775 0.0
203	Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-charge. (The paymem shall be made on the basis of actual weight of approved grout injected.) a Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/ PCC work. kg 83.17 0.0 b Epoxy injection grout in concrcte/ RCC work ol approved make kg 162.0 0.0
204	Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. SUB TOTAL 0.0 Sub Total of Civil Cost: A 0.0 B. Electrical Works: Part A: 415V/220V System
205	Providing, laying, connection, testing & commissioning of the following sizes of 1100V grade Copper conductor armoured underground cable & overall PVC sheathed cable as per ISI code in trenches including the cost of digging of trenches, sand cushioning with laying etc. and refilling the same in layers or by supporting them in walls and all other accessories as required.
206	With 4 core 16 sqmm
207	With 4 core 10 sqmm
208	With 4 core 6 sqmm
209	With 3 core 10 sqmm
210	With 3 core 4 sqmm
211	Providing, laying, connection, testing & commissioning of the following sizes of 1100V grade aluminium conductor armoured underground cable & overall PVC sheathed cable as per ISI code in trenches including the cost of digging of trenches, sand cushioning with laying etc. and refilling the same in layers or by supporting them in walls and all other accessories as required.
212	With 3.5 core 50 sqmm
213	Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized pedestal / floor mounted Power Supply Panel Board of approved size and 450mm deep made out of 2mm thick CRCA sheet steel with suitable size compartments, Al. busbars, switchgears, voltmeters, ameters with selector switches etc including powder coating painting with accessories, hardwares etc. required for completeness and as per attached specification, direction of Engineer, PWD standards and Electrical Inspectorate standards. The panel board shall house: 1No 4 pole 200A MCCB, 38kA as Normal Supply/DG Incomer;4 Pole 200A Al. busbar, 4 pole 100A bus coupler with indication lamp ; 3 Nos. Current transformer of 200/5A;1 No Ammeter with selector switch: 1 No 0-500V Voltmeter with selector switch; 3 Nos. LEDs: 4 Nos 4 pole, 63A MCB,25kA asoutgoing feeders (MDB Panel)
214	New Service Connection Charges to be paid to MeECL Part B: Building Electrification
215	Wiring in looping system with copper PVC cable 250/440 volt grade of size 1.5 sqmm of approved quality using PVC casing capping incluiding 5 amperes switch Indian best quality ceiling rose etc. capable to a highest point
216	Long point wiring upto 10mts (i) With copper conductor
217	Medium Point wiring up to 6 mts (i)With copper conductor
218	Short Point Wiring up to 3 mts (i)With copper conductor
219	Wiring as in item No.6 above to a Ceiling/ Exhaust Fan Point
220	Long point wiring upto 10mts (i) With copper conductor
221	Wiring as in item No.6 complete to a light plug point when fixed else where.
222	Long point wiring upto 10mts (i) With copper conductor
223	Wiring to a power plug as in item No.6 above with 2X4mm 2 including supplying of 15Amp 5 in 1 SS combined with continuous earth wire to a power point complete
224	Long point wiring upto 10mts (i) With copper conductor
225	Medium Point wiring up to 6 mts (i) With copper conductor
226	Wiring to a power plug as in item No.6 above with 2X4mm 2 including supplying & Fitting of 15Amp 5 in 2 SS combined with continuous earth wire to a power point complete
227	Long point wiring upto 10mts (i) With copper conductor
228	Medium Point wiring up to 6 mts (i)With copper conductor
229	Drawing of Main and Sub-main line with DGSD approved VIR or PVC 250/440 Volt grade in PVC casing capping complete with all accessories.
230	With 2×2.5mm2 Copper Conductor
231	With 2X4 mm2 Copper Conductor
232	With 2X6 mm2 Copper Conductor
233	Drawing 3 phase Main Line 4 wire with DGSD approved VIR PVC cable 660 V grade in casing capping with all necessary accessories
234	With 4 X 6 sq. mm copper conductor
235	With 4 X 10 sq. mm copper conductor
236	Supplying & fixing of Load Kontaket Miniature Circuit Breakers (MCBs)
237	6 - 32 Amp. SP MCB
238	40 - 63 Amp. SPN MCB
239	40 - 63 Amp. TPN MCB
240	Supplying, fitting & fixing of Load Kontaket Miniature circuit breakers Double Pole (Isolator)
241	32 Amp DP Isolator
242	40 Amp DP Isolator
243	63 Amp DP Isolator
244	100 Amp DP Isolator
245	125 Amp DP Isolator
246	Supplying, fitting and fixing of Residual-current circuit Breaker with Overcurrent protection RCBOs assembled for AC applications upto 63A.
247	32 Amp
248	40 Amp
249	63 Amp
250	Supplying, fitting and fixing of Moulded case circuit Breaker of the following capacity
251	4 Poles 16 -63 Amp Capacity
252	4 Poles 80 -100 Amp Capacity
253	Supplying, fitting and fixing of SPN / TPN MCB Metal enclosure MCB Distribution box
254	12 Way
255	16 Way
256	20 Way
257	Supplying, fitting and fixing of SPN / TPN MCB Metal Enclosure Distribution Board
258	12 Way (8+36) Modules
259	Supplying, fitting and fixing Metal box of following sizes on surface or in recess with suitable size of Phendie Lamiated sheet cover in the front including painting etc. as required.
260	75mm x 75mm x 60mm deep
261	150mm x 150mm x 60mm deep
262	200mm x 300mm x 100mm deep
263	250mm x 300mm x 100mm deep
264	Supplying fitting and fixing Batten LED light fitting complete with all accessories for surface or pendant mounting as per Department direction and approved 1 X 22 W p/set 19.0 0.0
265	2 X 22 W
266	Supplying fitting and fixing LED fittings of different wattage,surface or recess or pole mounting, direct or indirect luminair square or round shape also suitable for porch lighting etc.fitted with mirror reflect or complete with all neccessary accessories.
267	18 watt Round
268	10 watt Bulk head
269	Supplying fitting and fixing complete polish brass bracket, 16mm dia and 23cm long with cast backplate and brass lamp holder with LED lamp.(a) with 25cm dia glass shade complete.
270	18 W
271	Supplying and fitting of ceiling fan AC operated type 220/250 volt. Complete with 3Nos of blades down rod canopy hanging shackle & regulator complete with 30mm length down rod supplied with the fan by the dealer but the extra length will be charged @ Rs25.00/ mtr
272	AC ceiling Fan '1400' mm sweeps
273	Supplying , installation testing & commissioning of self contained emergency light unit 1x3 watt double sided for wall / ceilling mounting with suspension / mounting kit, inbuilt standby battery( for 2hours backup)and battery charger etc.
274	1 x 3 W double sided
275	Supplying fitting and fixing of exhaust fan double bearing self lubricating type single phase 50Hz 250V AC operated complete with supporting frame, fan blades, nuts and bolts, fan regulator, capacitor, adjustable type lever and other petty accessories as required
276	Medium Duty Exhaust Fan
277	Supplying, fixing, connecting, testing and commissioning of calling Bell/ Bell indicator type suitable for 230 V as well as battery operated complete with all necessary accessories
278	Gong Bell a Ding dong Bell Each 0.0 0.0 b Remote Bell Each 1.0 0.0
279	Supplying fitting & fixing earthing with copper earth plate 600 × 600mm × 6mm thick including accessories & providing masonry enclosure with cover plate having locking arrangement & watering pipe etc with charcoal, salt set complete as required
280	Supplying fitting & fixing earthing with GI earth plate 600 × 600mm × 6mm thick including accessories & providing masonry enclosure with cover plate having locking arrangement & watering pipe etc with charcoal, salt set complete as required
281	GI Earth Plate Electrode
282	Supplying and laying of 15mm × 5mm GI/Copper Strip at 0.50mts, below ground.
283	With 25mm×5mm copper strip
284	with 25mmx6mm GI strip
285	with 25mmx3mm GI strip
286	Supplying, fitting and fixing of copper/Alluminium lightning Arrestor with 5no.s finger at the top & copper base plate at the bottom complete. With 3 ft high road Each 0.0 0.0
287	Providing, fixing, connecting and testing of lightning conductor (AirTermination) made of 32 mm dia GI Pipe 2 meters long with 150X180 mm dia galvanized base plate complete with all necessary accessories
288	Supplying fitting and fixing of LAN (Computer Cables)
289	CAT - 6 unarmoured UTP
290	SITC of Dome Camera as per site condition complete with all accessories 4MP
291	SITC of External light of 70 watt LED fixture with 7 meter GI pole of single arm, including foundation, foundation bolts, nuts, MCB, internal wiring with 3R x 2.5 sqmm, conduiting etc. complete as per site requirement
292	Aesthetically designed led post top with aluminium enclosure, powered with high power leds as light source and die casted heat sink exhibits classic victorian look with symmetrical light distribution and excellent heat dissipation for long life.
293	70W suitable for pole dia 76mm Part-C: UPS
294	Supply, Installation, Testing and Commissioning of following rated high performance IGBT based fully microprocessor controlled (Single phase Input & Single phase Output) online UPS system suitable for input and output parameters as per specifications. The UPS shall have Separate Galvanic Isolation Transformer Inbuilt/External K13 Copper Wound (After Static Switch) transformer. The UPS shall be provided in powder coated fan cooled enclosure painted in colour as per specifications. The UPS shall be suitable for normal, emergency, recharge, by-pass and maintenance mode including bypass arrangement. The UPS shall have a microprocessor based display and control panel. UPS shall have own batteries with 30 minute battery back-up with SMF batteries .Complete system must be provided as per specifications approved drawing and as per site requirement including inter connecting cables from battery to UPS, UPS to panel with single core copper cabling etc. UPS shall work on parallel/ hot redundancy mode, cost of supporting kit shall be included. supports for complete system as approved by the Engineer in charge complete in all respect.
295	5.5 KVA UPS described as above with 60 minute battery Backup
296	Supplying, loading,unloading,installation, testing & commissioning of Diesel Generating set having continuously rated of 35KVA, Silent type with acoustic enclosure, radiator cooled, 415 volts at 1500 RPM, 0.8 lagging power factor suitable for 50 HZ, 3 phase system and as per Latest amendments of MOEF and CPCB. The DG sets shall be suitable for being overloaded upto 10% of the rated capacity for 1 hour in every 12 hours and consisting of the followings: The DG set shall be suitable for above 0.8 loading factor with net output shall be 25kVA as per site conditions, with Day oil Tank,AMF Panel, Exhaust pipe as per site requirement. Complete as required at site of work including AMC for 1 Year or as per site Sub Total of Electrical Cost: B 0.0 C. Sanitary & Plumbing Works:
297	SANITARY FIXTURES AND FITTINGS
298	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 ls:7231, with all fi\\"ngs and fixtures complete. including cutting and White Vitreous china Orissa pattern W.C, pan of size 580x440 mm with integral type foci rests
299	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 brackcts, cutting and making good the walls wherever require: a White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 21.0 0.0 b White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap Each 0.0 c White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps Each 0.0 d White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap Each 0.0
300	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610x390x370 mm having pre & post flushing with water (250 ml & 500 ml consumption), hawing water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
301	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: a One urinal basin with 5 litre white P.V.C. automatic flushing cistern Each 0.0 b Pange of two urinal basins with 5 litre white p.V.C. automatic flushing cistern Each 21.0 0.0 c Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern Each 0.0 d Range Of four urinal basins with 10 litre white P.V.C. automatic flushing cistern Each 0.0 Each 0.0
302	Providing and fixing P.V.C low level flushing cistern with manually controlled device (handle level) conforming to IS:7231, with all fitting and fixtures complete. a 10 ltr Capacity - white Each 5.0 0.0 b 10 ltr Capacity - coloured Each 0.0
303	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete: a White solid plastic seat with lid Each 5.0 0.0 b Black solidnplastic seat with lid Each 0.0 c Coloured (other then black & white ) solid plastic seat with lid Each 0.0
304	Providing and fixing G.I inlet connection for flush pipe connecting with W.C. pan 0.0
305	Providing and ficing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Enginner-in-charge.
306	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete. a Semirigid pipe i 32mm dia. Each 0.0 ii 40mm dia. Each 0.0 b Flexibal pipe i 32 mm dia. And 40mm dia. Each 50.0 0.0
307	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 boardbacking: a Circular shape 450 mm dia. Each 0.0 b Rectangular shape 453x357 mm Each 2.0 0.0 c Oval shape 450x350 mm (outer dimensions) Each 0.0 d Rectangular shape 1500x450 mm Each 7.0 0.0
308	Providing and fixing soil, waste and vent pipes: a 100 mm diameter i Sand cast iron S&S pipe as per IS:1729 Rm 0.0 ii Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0 b 75 mm diameter: 0.0 i Sand cast iron S&S pipe as per IS:1729 Rm 0.0 ii Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0
309	INTERNAL & EXTERNAL WATER SUPPLY
310	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 Change 2.1.1 External work a 15 mm nominal outer diameter pipe MTR 0.0 b 20 mm nominal outer diameter pipes MTR 60.0 0.0 c 25 mm nominal outer diameter pipes MTR 0.0 d 32 mm nominal outer diameter pipe MTR 0.0 e 40 mm nominal outer diameter pipe MTR 0.0 f 50 mm nominal outer diameter pipe MTR 100.0 0.0
311	Providing and fixing brass bib cock of approved quality: a 15 mm nominal bore Each 50.0 0.0 b 20 mm nominal bore Each 0.0
312	Providing and fixing brass stop cock of approved quality: a 15 mm nominal bore Each 0.0 b 20 mm nominal bore Each 50.0 0.0
313	Providing and fixing gun metal gate valve with C.I, wheel Of approved qilality (screwed end): a 25 mm nominal bore Each 0.0 b 20 mm nominal bore Each 0.0 c 32 mm nominal bore. Each 0.0 d 40 mm nominal bore Each 0.0 e 50 mm nominal bore Each 10.0 0.0 f 65 mm nominal bore Each 0.0 g 80 mm nominal bore Each 0.0
314	Providing and fixing ball valve (brass) Of approved quality, High or low pressure, with plastic floats complete: a 15 mm nominal bore Each 20.0 0.0 b 20 mm nominal bore Each 20.0 0.0 c 25 mm nominal bore Each 20.0 0.0
315	Providing and fixing gun metal non-return valve of approved quality (screwed end): 2.06.1 25 mm nominal bore a Horizontal Each 0.0 2.06.2 Vertical Each 0.0 a 32 mm nominal bore 2.06.3 Horizontal Each 0.0 2.06.4 Vertical Each 0.0 2.06.5 40 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.06.6 50 mm nominal bore a Horizontal Each 10.0 0.0 b Vertical Each 10.0 0.0
316	Providing and fixing c.P. brass shower rose with 15 or 20 mm inlet: a 100 mm diameter Each 0.0 b 150 mm diameter Each 10.0 0.0
317	Constructing brick masonry road gully chamber 1 l0x50x77.5 cm with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) including 500x450 mm precast a.C.C. horizontal grating with frame and vertical grating complete as per standard design
318	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ls: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.
319	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : a 15 mm nominal bore Each 20.0 0.0
320	Providing and fixing C.P. brass angle valve for basin mixer and geyser points Of approved quality conforming to ls:8931 a 15 mm nominal bore Each 25.0 0.0
321	Providing and fixing PTMT stop cock of approved quality and colour. a 15 mm nominal bore, 86 mm long, weighing not less than 88 gins Each 0.0 b 20 mm nominal bore, 89 mm long, weighing not less than 88 gins Each 22.0 0.0
322	Supplying fitting & fixing complete 100mm Bore Well Submersible Pumps- 3 HP (Water Filled) or similar.
323	DRAINAGE
324	Providing and fixing square-mouth s.W. gully trap class sp-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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: a 100xl00 mm size p type Each 0.0 b 150xl00 mm size p type Each 20.0 0.0 c 180xl50 mm size p type Each 0.0
325	Constructing brick masonry circular type manhole 0.91 in internal dia. at bottom and 0.56 in dia. at top in cement mortar 1 :4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat Of neat cement, foundation concrete 1 :3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a I loating coat of neat cement, all complete as per standard design, O.91 in deep with s.F.F}.C. cover and frame (heavy duty, HD 20 grade designation) 560 mm internal diameter conforming to ls:12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot I.ests and 12 mm thiek cement plaster at the external surface shall be paid for separately): Each 20.0 0.0
326	Supplying and fixing c.I. cover without frame for manholes: a 455x610 mm rectangular c.I. cover (light duty) the weight of the cover to be not less than 23 kg Each 0.0 b 500 mm diameter c.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 0.0 c 560 mm diameter c.I. cover (heavy duty) the weight of the cover to be not less than 108 kg Each 18.0 0.0
327	Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Plaising depth of manhole to be paid separately): a Plectangular manhole 90x80 cm with rectangular cover 600 x 450 mm Of grade Each 0.0 b Flectangular manhole 120x90 cm with circular cover 500 mm dia. Of grade MD -10 Each 18.0 0.0 c Flectangular manhole 120x90 cm with circular cover 560 mm dia. of grade HD - 20 Each 0.0
328	WATER HARVESTING
329	Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction Of Engineer-in charge
330	Supplying, filling, spreading & levelling grovels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge.
331	RRL Hose with male female stainlss steel coupling 19mm swiniging hose reel complete reinforced braided thermoplastic red/black hose each 0.0
332	Swinging type hose reel complete with 19mmx30 mtr. Thermolpastic hose Type-II
333	Hose reel drum
334	25mm dia gun metal globe valve & nozzle.
335	450 Ipm at 35m Head
336	G.I pipe as per IS/1239 ISI Marked C Class (heavy) a 50mm dia G.I Pipe mtr 0.0 b 80mm dia G.I Pipe mtr 0.0 c 100mm dia G.I Pipe mtr 0.0 d 50mm dia Butterfly wall each 0.0 e 80mm dia Butterfly wall each 0.0 f 100mm dia Butterfly wall each 0.0 g 50mm dia Non return valve each 0.0 h 80mm dia Non return valve each 0.0 i 100mm dia Non return valve each 0.0
337	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ls: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.
338	FIRE EXTINGUISHER
339	ABC Powder Type 5kgs
340	Co2 Type 4.5kgs Sub total of Sanitary & Plumbing Cost: C 0.0 D ENVIRONMENT MANAGEMENT PLAN (Fixes Cost)
341	Design and Preconstruction Phase
342	Regulatory Clearances/Permits like Tree Felling Permission and Compensatory Plantation
343	Regulatory Clearances/Permits like CTE/CTO, Authorization etc., Workman compensation insurance etc.
344	Contractors Qualified Environment, Health and Safety Expert/s, PMC's and DSC's Qualified Environmental Experts,PIU and PMU level Qualified Environmental Expert
345	Baseline Monitoring: Ambient Air Quality
346	Baseline Monitoring: Ambient Noise quality
347	Baseline Monitoring: Ground Water quality and Drinking Water
348	Baseline Monitoring: Surface Water quality
349	Baseline Monitoring: Soil Quality
350	Shifting of Utility (if applicable)
351	Construction Phase (1 Year)
352	Traffic management at worksite (signage, Warning Lights etc.)
353	Horticulture and Green Area Development
354	Waste and wastewater management
355	Monitoring: Ambient Air Quality
356	Monitoring: Ambient Noise quality
357	Monitoring: Ground Water quality and Drinking Water
358	Monitoring: Surface Water quality
359	Monitoring: Soil Quality
360	Rainwater Harvesting structures
361	Noise Barrier near school and residential areas
362	Restoration of construction site
363	Water sprinkling during construction
364	Operation Phase (1year)
365	Regulatory Clearances/Permits like Fire NoC, etc.
366	Waste and wastewater management (including installation and management of Septic tank)
367	Monitoring: Ambient Air Quality
368	Monitoring: Ambient Noise quality
369	Monitoring: Ground Water quality and Drinking Water
370	Monitoring: Surface Water quality (depending on availability)
371	Monitoring: Soil Quality
372	EHS audit Annually
373	Green area maintenance (Monitoring of Survival of trees) : Annually
374	Others
375	Implementation of Emergency Preparedness Plan, Grievance Redress Mechanism, Stakeholder Engagement activities, Traffic Management,etc.
376	Implementation of Corrective Action Plan
377	Training and Capacity Building
378	Tree felling Sub total of Enviroment Management Plan Cost: D 0.0 Grand Total of Govt. Boy's H. S. School, Shillong including all Duties, Taxes (GST), Levies etc. (Total amount C/F to summary of Civil, Electrical, MEP & Environmental Works) INR: 0.0 Please Enable Macros to View BoQ information

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Tender For Repair And Renovation Of Facilities At Govt. Boys Higher Secondary School, East Khasi Hills, Shillong-Meghalaya

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