Tender For Repair And Renovation Of Facilities At Shangpung Govt. Ups, Govt Senior Basic School Mynso In West Jaintia Hills, Sutnga Govt Ups& Saipung Govt Ups In East Jaintia Hills, East Khasi Hills-Meghalaya

TDR : 55276702

Tender Notice
Corrigendum Details
BOQ

1 Days Left

East Khasi Hills , Meghalaya

Tender Brief : Corrigendum : Tender For Repair And Renovation Of Facilities At Shangpung Govt. Ups, Govt Senior Basic School Mynso In West Jaintia Hills, Sutnga Govt Ups& Saipung Govt Ups In East Jaintia Hills

Document Fees
₹ 10000 /-

EMD
₹ 1775781.0 /-

Tender Value
Refer document

Submission Date
02-06-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	27-05-2026	Extension of Date	Date	02-06-2026
2	08-05-2026	Corrigendum updated BOQ	BOQ	02-06-2026
3	08-05-2026	Corrigendum updated BOQ	BOQ	28-05-2026

Name of Work:- REPAIR AND RENOVATION OF FACILITIES AT SHANGPUNG GOVT. UPS, GOVT SENIOR BASIC SCHOOL MYNSO IN WEST JAINTIA HILLS, SUTNGA GOVT UPS& SAIPUNG GOVT UPS IN EAST JAINTIA HILLS

Sl. No.	Item Description
1	Building
2	Building1
3	Building2
4	Building3 Package No : CW-10 Name of Work :Project Supporting Human Capital Development in Meghalaya (SHCDM) – Phase 2 Bill of Quantities (Priced) for Repair and Renovation Civil Works- Shangpung Govt. Upper Primary School, West Jaintia Hills Bill of Quantities BOQ item no Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) A. Civil Works: I EARTHWORK
5	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.
6	All kinds of soil (ordinary soil/ hard soil/ dense soil)
7	In ordinary rock (soft rock/ medium rock/ hard shale)
8	In hard rock (soft rock/ medium rock/ hard shale) (Blasting prohibited)
9	Same as Items 1.1 above but for each additional 1 m depth or part thereof beyond the initial depth of 2 m
10	All kinds of soil
11	In ordinary rock
12	In hard rock (Blasting prohibited)
13	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)
14	Excavated earth
15	Excavated rock
16	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
17	Upto a depth of 1.50 m
18	Above 1.50 m upto 3.00 m depth
19	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.
20	With available excavated earth
21	With borrowed earth/ stone dust carriage upto 5 km
22	Extra over Item for additional lift of 1.5m or part thereof for all types of soils
23	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
24	Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by the Engineer-in-charge.
25	Shuttering for sides of plain cement concrete work in blinding concrete, plinth protection, copings, sills etc.
26	Foundations, footings, bases of columns, raft, grade slab etc. for mass concrete (using steel)
27	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (using steel)
28	Suspended floors, roofs, landings, balconies and access platforms, shelves (using steel)
29	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
30	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel)
31	Stairs/ spiral staircase, (excluding landings) (using timber)
32	Weather shade, Chajjas, corbels etc., including edges (using timber) SUB TOTAL 0.0 III PLAIN CEMENT CONCRETE
33	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 curing complete (shuttering where necessary shall be measured and paid separately).
34	1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
35	1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
36	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
37	1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (For cement concrete screed below floors)
38	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) SUB TOTAL 0.0 IV REINFORCED CEMENT CONCRETE
39	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 49.32 0.0
40	All works above plinth level up to first floor level
41	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)
42	Thermo-Mechanically Treated bars
43	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
44	Coupler for 16 mm diameter reinforcement bar
45	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
46	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
47	Brick work with common burnt clay modular lst class bricks in foundation and in plinth:
48	In Cement Mortar 1:6 (1 cement : 6 coarse sand)
49	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:
50	Cement mortar 1:6 (1 cement : 6 coarse sand)
51	Half brick masonry with common burnt clay (non modular) first class bricks in superstructure above plinth level up to first floor level
52	Cement mortar 1:4 (1 cement :4 coarse sand)
53	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
54	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:
55	Cement mortar 1 :6 (1 cement: 6 coarse sand) SUB TOTAL 0.0 VII CLADDING WORK
56	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.
57	Granite of any colour and shade, area of slab upto 0.50 sqm (For laboratory counter tops)
58	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.
59	Granite work
60	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.
61	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.
62	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 57.51 0.0 SUB TOTAL 0.0 VIII WOOD WORK
63	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.
64	With Teak wood/ Sissu wood.
65	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:
66	35 mm thick including lSl marked Stainless Steel butt hinges with necessary screws
67	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).
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	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.
80	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
81	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).
82	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, including priming coat of approved steel primer, but excluding the cost of other hings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment)
83	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.
84	Fixed to steel windows by welding
85	Fixed to openings/ wooden frames with rawl plugs screws etc.
86	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
87	4.0 mm thick glass panes
88	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
89	Stainless steel (grade 304) wire gauze of 0.5 mm dia. Wire and 1.4 mm aperture on both sides 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.
90	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.
91	40 mm thick
92	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.
93	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.
94	Stone Soling, 150 mm
95	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.
96	Brick bats
97	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).
98	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
99	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
100	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
101	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
102	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)
103	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.
104	Normal range (For toilets) SUB TOTAL 0.0 XI ROOFING
105	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 93.645 0.0
106	Providing and fixing pro-coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per ls:277, in 240 Mpa Steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self tapping screws complete:
107	Ridges plain (500-600mm)
108	Flashings/ Aprons.( Up to 600 mm)
109	Gutter (600 mm over all girth) SUB TOTAL 0.0 XII CEILING WORK
110	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.
111	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 SUB TOTAL 0.0 XIII PLASTERING
112	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
113	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).
114	Neat cement punning
115	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. (interior soffit & ceiling surfaces )
116	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
117	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
118	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
119	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.
120	Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:
121	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)
122	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.
123	New work (two coats)
124	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
125	New work (two or more coats)
126	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works
127	Polyurethane (PU) polishing on woodwork with sprayer including sanding, wood filler complete as directed SUB TOTAL 0.0 XV FENCING, SITE DEVELOPMENT & MISCELLANEOUS WORKS
128	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.
129	Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion):
130	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 150.35 0.0
131	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 21.16 0.0
132	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 150.35 0.0
133	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.
134	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
135	Rectangular shape of 453 x 357mm
136	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.
137	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.
138	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.
139	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 3.0 0.0 SUB TOTAL 0.0 XVI PVC WORK
140	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
141	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 PVC sheet out Of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both 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 solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
142	30 mm thick pre laminated PVC door shutters
143	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 per direction of Engineer-in-charge
144	200x19x1.9 mm
145	Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
146	125 mm
147	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:
148	150 x 10 mm
149	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.
150	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 5.0 0.0 SUB TOTAL 0.0 XVII WATER PROOFING
151	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 29.06 0.0
152	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 31.0 0.0
153	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 271.87 0.0
154	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 128.25 0.0
155	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
156	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.
157	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.
158	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
159	Providing and fixing lS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
160	100 x 60 x 2.5 mm
161	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
162	250 x 19 x 1.9 mm Handles
163	Providing and fixing lsl marked oxidised M.S. handles conforming to ls:4992 with necessary screws etc. complete: 125mm each 89.0 0.0 Locks & latches
164	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 Door closers, stoppers & tower bolts
165	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.
166	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
167	Twin rubber stopper Window fittings
168	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 80.0 0.0 Signages (Door mounted)
169	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
170	Signages of 300 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete.
171	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
172	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of
173	G.S. Sheet
174	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
175	Of area 3 sqm and below
176	Of area beyond 3 sqm
177	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead
178	For thickness of tiles 10 mm to 25 mm
179	For thickness of tiles above 25 mm and up to 40 mm
180	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.
181	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)
182	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.) Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/ PCC work. kg 7.22 0.0
183	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 System
184	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.
185	6mm² 2 core cable
186	10mm² 4core cable
187	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.
188	With 3.5 core 50 sqmm
189	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 4pole 200A MCCB, 35kA as Normal Supply;4 Pole 250A Al. busbar ; 3 Nos. Current transformer of 100/5A; 1 No Ammeter with selector switch: 1 No 0-500V Voltmeter with selector switch; 3 Nos. LEDs, 6 Nos 40A TPN MCB, 16kA, 3 Nos's 32A MCB, 16kA as outgoing feeders (MDB Panel)
190	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 DP 80A MCB, 16kA as Normal Supply Incomer;DP, 100A Al. busbar ; 3 Nos. Current transformer of 100/5A; 1 No Ammeter with selector switch: 1 No 0-500V Voltmeter with selector switch; 3 Nos. LEDs: 6 Nos DP, 32A MCB, 16kA as outgoing feeders. (Emergency Panel) Part B: Building Electrification
191	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
192	Long point wiring upto 10mts(i) With copper conductor
193	Medium Point wiring up to 6 mts(i)With copper conductor
194	Short Point Wiring up to 3 mts(i)With copper conductor
195	Wiring as in item No.5 above to a Ceiling/ Exhaust Fan Point
196	Long point wiring upto 10mts(i) With copper conductor
197	Wiring as in item No.6 complete to a light plug point when fixed else where.
198	Long point wiring upto 10mts(i) With copper conductor
199	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
200	Long point wiring upto 10mts(i) With copper conductor
201	Medium Point wiring up to 6 mts(i)With copper conductor
202	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.
203	With 2×2.5mm2 Copper Conductor
204	With 2X4 mm2 Copper Conductor
205	With 2X6 mm2 Copper Conductor
206	wuth 10mm2 copper wire
207	Drawing 3 phase Main Line 4 wire with DGSD approved VIR PVC cable 660 V grade in casing capping with all necessary accessories
208	With 4 X 6 sq. mm copper conductor
209	With 4 X 10 sq. mm copper conductor
210	Supplying & fixing of Load Kontaket Miniature Circuit Breakers (MCBs)
211	6 - 32 Amp. SP MCB
212	40 - 63 Amp. SPN MCB
213	40 - 63 Amp. TPN MCB
214	Supplying, fitting & fixing of Load Kontaket Miniature circuit breakers Double Pole (Isolator)
215	32 Amp DP Isolator
216	40 Amp DP Isolator
217	63 Amp DP Isolator
218	100 Amp DP Isolator
219	125 Amp DP Isolator
220	Supplying, fitting and fixing of Residual-current circuit Breaker with Overcurrent protection RCBOs assembled for AC applications upto 63A.
221	32 Amp
222	40 Amp
223	63 Amp
224	Supplying, fitting and fixing of Moulded case circuit Breaker of the following capacity
225	4 Poles 16 -63 Amp Capacity
226	4 Poles 80 -100 Amp Capacity
227	Supplying, fitting and fixing of SPN / TPN MCB Metal enclosure MCB Distribution box
228	12 Way
229	16 Way
230	20 Way
231	Supplying, fitting and fixing of SPN / TPN MCB Metal Enclosure Distribution Board
232	12 Way (8+36) Modules
233	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.
234	75mm x 75mm x 60mm deep
235	150mm x 150mm x 60mm deep
236	200mm x 300mm x 100mm deep
237	250mm x 300mm x 100mm deep
238	Supplying fitting and fixing of LED RETROFIT LAMPS surface or wall mounted with all necessary accessories. Regal batten for led tibe(universal batten for T5 and T8 lamps)
239	8 upto 1X22W
240	8 upto 2X22W
241	Supply fitting and fixing LED PANEL LIGHTING surface or wall mount with allneccessary accessories
242	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. Recess mounted downloghter with pressuredie-cost aluminium heat sink & PC diffuser in white powder coated finish with integrated driver. 18 watt Ceiling cotout:Ø175 mm ,height 92 mm Each 11.0 0.0
243	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.
244	18 W
245	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
246	AC ceiling Fan '1400' mm sweeps
247	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.
248	1 x 3 W double sided
249	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
250	Domestic Exhaust fans a 150mm Each 0.0 b 200mm Each 18.0 0.0 c 250mm Each 0.0 d Metal Exhaust Fan 225mm Each 0.0 e Metal Exhaust Fan 300mm Each 0.0
251	Heavy Duty Exhaust Fan a 300mm(12' x 1400RPM) Each 4.0 0.0
252	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
253	Gong Bell
254	Ding dong Bell
255	Remote Bell
256	Supplying fitting and fixing earthing with GI pipe of 200cm day 40\\" dia.Including all accessories & providing masonry enclosure woth cover plate having locking arrangement etc with charcoal salt complete as required G.I. pipe electrode Each 7.0 0.0
257	Supplying and laying of 15mm × 5mm GI/Copper Strip at 0.50mts, below ground.
258	With 25mm×5mm copper strip
259	with 25mmx6mm GI strip
260	Supplying, fitting and fixing of copper lightning Arrestor with 5no.s finger at the top & copper base plate at the bottom complete.
261	With 3 ft high road
262	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
263	Supplying fitting and fixing of LAN (Computer Cables) CAT - 6 unarmoured UTP Mtr 0.0 0.0
264	SITC of Dome Camera as per site condition complete with all accessories
265	SITC of Bullet camera as per site condition complete with all accessories Part-C: UPS
266	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. 10 KVA UPS described as above with 30 minute battery Backup Set 1.0 0.0 Part-D: Dismantling / Reinstallation of Electrical Accessories
267	Dismantiling and Reinstallation of (Fan,Light,Wire,Conduit,Mcb,Mccb,etc.) any sizes and Capacity from electrical system. Complete as per direction of Engineer in Change. Electrician Day 80.0 0.0 Sub Total of Electrical Cost: B 0.0 C. Sanitary & Plumbing Works:
268	SANITARY FIXTURES AND FITTINGS
269	Receving, checking, storing and fixing in position European water closet comprising of :- Wall hung European W.C. Pan in white colour, on approved type of chairs. C.P jet spray / health faucet with required length of flexible tube, clamp and bracket for fixing to wall 15 mm C.P. brass heavy quality angle stop cocks for flushing cistern and jet spray / health faucet Solid bakelite water closet cover and seat with C.P. hinges and rubber buffers. Fixing W.C. unit with brackets and accessories in position. Necessary pipe connection to CI / PVC soil pipe. Painting bracket with two coats of white enamel paint over a coat of primer, WC, seat & cover, brackets, flush valve / flushing cistern, jet spray / health faucet, angle stop cocks supplied by owners. All other materials and labour to complete the work by contractor. Including, providing and fixing P.V.C. WC connector (straight or bend type) with rubber lip ring. Including 110 mm dia PVC pipe of required length and proper connection to C.I. / PVC pipe complete as required.
270	Receving, checking, storing and fixing oval / rectangular wash hand basin, counter top / counter sunk, with central tap hole on counter comprising of :- Concealed type brackets fixed to wall with adjustable clamp to push against counter rim. 32 mm heavy plated C.P. waste coupling fitting with or without pop-up. 32 mm heavy plated C.P. bottle trap with cleaning eye with extension piece and wall flange. 0.0 Painting brackets with two coats of white enamel paint over one coat of primer. CP pillar cock / basin mixer with 15 mm C.P. brass heavy grade flexible inlet connection with C.P. nut (minimum length 450 mm) made to measure . 15 mm C.P. brass heavy quality angle stop cock
271	Fixing, testing and commissioning of automatic flushing systems for urinal to ensure pre-flush & flushing only immediately after use, comprising of all plumbing, electronic and electrical items. CP brass flush pipe with CP brass elbow, CP brass spreader, CP wall flange, infrared photo cells, eyes electrically operated solenoid valve, step down transformer / equipment and any other item required to provide satisfactory functioning. Including necessary wall cutting / chasing and making good, as required. 15 mm CP sink cock / sink mixer table mounted / wall mounted (S.S. Sink, sink cock / sink mixer, waste coupling fitting, bottle trap supplied by Owner. Rest including brackets by contractor.
272	Providing and fixing brass bib cock of approved quality: a 15 mm nominal bore each 4.0 0.0 b 20 mm nominal bore each 0.0 0.0
273	Providing and fixing brass stop cock of approved quality: a 15 mm nominal bore each 0.0 0.0 b 20 mm nominal bore each 4.0 0.0
274	WATER SUPPLY
275	Internal Water supply:Providing and fixing CPVC pipes UV stabilised and anti microbial fusion welded confirming to IS : 15778, having thermal stability for cold water supply for 65mm to 20 mm diameter including all CPVC plain and brass threaded fitting with necessary specials, couplers, elbow, equal tees, tail piece, brass adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc.,i/c fixing the pipes with clamps at 1.0 m spacing this includes testing of joints complete as per direction of engineer incharge. Providing and fixing, testing and commissioning of high density & flexibility cross linked polyethylene pipes Cold water supply (CWS) of 20 mm diameter application with corresponding fittings like Tee's,Elbows, flip-flex elbows, plastic tracks, plastic cliprails, Sockets, Reducers,Unions, brass adaptors (both male female) & Necessary Supports etc. Further all termination points should be brass fittings only for connection with faucets. Installation guidelines should be strictly followed as per the company's technical literature. G.I. Heavy class pipe sleeves of specified diameter corresponding to the pipe size shall be provided wherever the pipes are crossing the fire rated walls/floors slab and sealing the sleeves with glasswool in between and fire sealant compound on either end, all as per E-I-C's requirement Galvanised clamps and brackets, legend boards shall be included in the price a 25 mm rmt RO b 20 mm rmt RO
276	Providing and fixing Internal Water supply: UPVC SCH- 80 & 40 pipes of ASTM D1785 with all SCH 80 fittings confirming to ASTM D 2467 , having thermal stability for Domestic water supply for 65mm to 20mm diameter including all UPVC plain and brass threaded fitting with necessary specials, couplers, elbow, equal tees, tail piece, brass adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc.,i/c fixing the pipes with clamps at 1.0 m spacing this includes testing of joints complete as per direction of engineer incharge. (Note- upto 50mm dia. SCH-40, above 50mm dia. SCH-80 pipe considered)( This will cover water supply pipe running from Pump room to individual OHT + Pipe running at terrace level + vertical downtake piping in shaft ) Providing, fixing, jointing and testing in position CPVC (Chlorinated Poly Vinyl Chloride) water supply pipes with pipe as per CTS SDR 11 as per IS 15778 ASTM D-2846 (operating pressure - 7 Bar @ 82 Deg C and 28 Bar @ 23 Deg C) for pipes diameter from 1/2 Inch to 2 Inch. Schedule 80 Pipes to be used from 2-1/2 Inch to 6 Inch diameter . Pipes shall be joined using solvent welded CPVC fittings i.e. Tees, Elbows, Couplers, Unions, Reducers, brushings etc. including transition fittings (connection between CPVC & metal pipe/GI) i.e. Brass Adaptors (both Male & Female threaded) conforming to ASTM D-2846. ASTM F441 with only CPVC solvent cement conforming to ASTM F-493. All termination points for installation of faucets shall have brass termination fittings. Installation shall be to as per Technical Manual of manufacturer of pipes & fittings. (Make:Astral,Prince,Ashirwad, Supreme)(This will cover internal water supply i.e. From main shaft tapping up to internal common toilet For Domestic ) Cost shall be inclusive of (a)Making maximum of 7.5 x 7.5 cm chase in wall and floors for the pipe, making good the same by using 1:2 cement mortar over the wire mesh complete as required. Galvanised clamps and brackets, legend boards shall be included in the price Galvanised clamps and brackets, legend boards shall be included in the price a 80 mm rmt 0.0 0.0 b 65 mm rmt 0.0 0.0 c 50 mm rmt 100.0 0.0 d 40 mm rmt 50.0 0.0 e 32 mm rmt 0.0 0.0 f 25 mm rmt 0.0 0.0 g 20 mm rmt 50.0 0.0 h 15 mm rmt 40.0 0.0
277	Providing, fixing, jointing and testing, heavy quality brass ball valves of approved make, including flanges / unions, nuts, bolts, washers, etc. complete, as approved by the Architect and Engineer-in-charge for water supply lines of the following nominal bore (NB) size: a 80 mm no 0.0 0.0 b 50 mm no 6.0 0.0 c 40 mm no 2.0 0.0 d 32 mm no 0.0 0.0 e 25 mm no 0.0 0.0 f 20 mm no 4.0 0.0 g 15 mm no 2.0 0.0
278	Providing, fixing, jointing and testing, heavy quality gun metal butterfly valve with rubber gasket, flanges / unions, nuts, bolts, washers, etc. complete, as approved by the Architect and Engineer-in-charge for water supply lines of the following nominal bore (NB) size: a 80 mm no QRO b 65 mm no 0.0 0.0 c 50 mm no 1.0 0.0
279	Providing, fixing, jointing and testing, heavy quality gun metal full way gate valve including flanges / unions, nuts, bolts, washers, etc. complete, as approved by the Architect and Engineer-in-charge for water supply lines of the following nominal bore (NB) size: a 50mm no 3.0 0.0 b 150 mm no QRO
280	Providing, fixing, jointing and testing, heavy quality gun metal or brass non return valve confirming to IS 778, with screwed / flanged ends, 20 kg/m2 of Simplex or equivalent make, on water supply lines of the following nominal bore (NB) size: a 100 mm no QRO b 50 mm no 2.0 0.0 c 40 mm no QRO d 32 mm no QRO 0.0
281	Providing, fixing and testing, heavy quality Pressure reducing valves of RB, Audco or equivalent make as approved,including flanges / unions, nuts, bolts, washers, Pressure guages, etc. complete by the Architect and Engineer-in-charge for water supply lines of the following nominal bore (NB) size: The upstream water pressure may be upto 25 kg/cm2g max. and downstream pressure min. 1 kg/cm2g. a 50 mm no QRO b 32 mm no QRO c 25 mm no QRO d 20 mm no QRO
282	Providing and fixing in position of approved quality G.M. float valve / Solenoid valve of required length suitable for test pressure of 15Kg/sqcm of the following sizes:OHT System a 50 mm no 2.0 0.0 b 32 mm no QRO
283	Providing, fixing , testing and commissioning threaded / double flanged water meter with direct reading dial in KL with all necessary fitting such as threaded pieces, unions pressure gauge, isolation cock, flanges piece for future removal, flanges / unions, NRV,Stainer,Butterfly valve complete with all necessary assesorries & testing charges 50 mm no QRO
284	Constructing brick masonry chamber for valve, in 230 mm. thick brick masonry, in CM 1:5, constructed over a bed of 1:4:8 CC 150 mm. thick, plastering inside, outside and all exposed surfaces with 1:3 CM, 15 mm thick, including providing and fixing CI frame and cover weighing not less than 12.5 Kg, including painting of cover with black bitumastic paint etc. complete. 900 x 600 mm. Inside, 600 mm deep. no 2.0 0.0
285	Charges for connection to main water supply line from the local authority as per the local rules and regulations, including excavation in all kind of soil (including hard rock), dewatering, refilling, watering, ramming and removing the surplus excavated material dumping it on site or carting away to lead of 100 meters as directed and making good the same complete as required. Liasioning fees shall not be included in the rates. Piping and valves paid as per respective items.
286	Providing and fixing Brass Air release valve with Isolation (Ball) valve, double acting, of approved make, having 2 chambers with ebonite ball, small and large orifices with isolating stop screw down valve, GM seats, high tensile brass spindle with cap, conforming to standard water works pattern. Flanges as per IS : 15381, flat faced and drilled, complete of the following nominal bore (NB) size: a 25 mm no 2.0 0.0 b 15mm no 2.0 0.0
287	Providing and fixing C.I. “Y” strainer (screwed / flanged) with stainless steel fine wire mesh perforated sheet basket with necessary flanged / unions nuts, bolts and washers complete as required. a 32 mm dia. no QRO b 40 mm dia. no QRO c 50 mm dia. no QRO
288	Supply, Installation, Fixing, Testing and commissioning of 150 ltrs. Capacity Water cooler complete with suitable foundation, MS jali cage, 15Amps. Socket, required LED light in cage and 02Nos. Earth connections with cage 8 SWG GI wires.
289	Supply, Installation, Fixing, testing and commissining of Hand pump with suitable foundation and all other accessories and necessary equipments.
290	Supply, Installation, Fixing, testing and commissining of submersible bore well pump with suitable accessories & valves. The quoted rate shall includes providing & fixing of Inter connecting cable, coupling, coupling gaurd, underground piping, RCC foundation shall be in the PHE vendor scope ( as recommended by manufacturer) etc. a 6HP no QRO b 10HP no QRO
291	Supplying P.V.C. water storage tank of approved quality with closed top with lid ( Black ) Multilayer with all its accessories, valves and including the foundation Including supply related to over head connection. 3000 liters. no 2.0 0.0
292	Making core drills in RCC slabs / walls of various thickness. a 200 mm thickness x 125 mm dia. no QRO b 200 mm thickness x 65 mm dia. no QRO c 200 mm thickness x 40 mm dia. no QRO d 200 mm thickness x 25 mm dia. no QRO
293	Supply, fixing & fitting of water heaterof 1.5kw/3kw with pressure release valve including all accessories 15ltr capacity no 0.0 0.0 Will keep provision of sleeves…..
294	Connections to RCC Water TanksThe Contractor shall provide all inlets, outlets, washouts, vents, ball cocks, overflows control valves and all such other piping connections including level indicator to water storage tanks as called for. All pipes crossing through RCC work shall have puddle flanges fabricated from MS/GI pipes of required size and length and welded to 6/8 mm thick MS plate. All puddle flanges must be fixed in true alignment and level to ensure further connection in proper order.Full way gate valves of a preferred make shall be provided as near the tank as practicable on every outlet pipe from the storage tank except the overflow pipe. Overflow and vent pipes shall terminate with mosquito proof grating.The overflow pipe shall be so placed to allow the discharge of water being readily seen. The overflow pipe shall be of size as indicated. A stop valve shall also be provided in the inlet water connection to the tank. The outlet pipes shall be fixed approximately 75mm above the bottom of the tank towards which the floor of the tank is sloping to enable the tank to be emptied for cleaning. a 10000 Liters - Fire Nos 0.0 0.0 b 3000 Liters - Domestic Nos 1.0 0.0 c 3000 Liters - Flushing Nos 0.0
295	Supplying fitting & fixing complete 100mm Bore Well Submersible Pumps- 3 PH (Water Filled) or similar. a 2 HP each 0.0 0.0 b 3 HP each 0.0 0.0 c 4 HP each 0.0 0.0 d 5 HP each 0.0 0.0 e 7.55 HP each 0.0 0.0
296	INTERNAL DRAINAGE AND RAIN WATER
297	Providing, fixing, jointing and testing heavy duty, PVC SWR pipes B-type, - 6 kg/cm2 pressure for soil and waste water drain including jointing with rubbering / solvent / solution and airtight joints, with necessary specials, couplers, elbow, equal tees, tail piece, adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing material, including testing, cutting, making good the wall, ceiling and floor etc. complete of the following nominal bore (NB) size: The rate shall include the cost of PP cowl for vertical downtake pipes., The pipes shall be having soundproofing charecterstices laid under floor / fixed on walls, and in pipe shafts etc. complete. Providing, fixing, jointing, testing and commissioning of PVC pipe confirming to IS : 13592 SWR Type B and confirming to IS 4985 (Pipe Class III - 6 kg/sq.cm) cut to required lengths including all necessary fittings and specials such as bends, junctions offsets,Y Joint access pieces (plain or door),velocity breakers & vent cowl. Fixing at under sunk area with welded solvent joint. (This will cover Soil, waste pipe running from inside toilet area ) Excavation, backfilling, underground treatment, chasing, concealing treatment, painting will be paid separately. a 150 mm rmt QRO b 110 mm rmt 200.0 0.0 c 75 mm rmt 100.0 0.0 d 50 mm rmt 0.0 0.0 e 40 mm rmt 0.0 0.0
298	Providing and laying 1:2:4 cement concrete 100 mm thick all round the pipe including 100 mm thick bed concrete for the following PP pipes and specials below floor including necessary shuttering etc. complete as required and steel reinforcement . a 150 mm. rmt QRO b 100 mm. rmt QRO
299	Providing, fixing, jointing and testing PVC traps of self cleansing design with water seal not less than 50 mm.,jointing with rubbering / solvent / solution and airtight joints, with necessary specials, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be 'P' type, of following sizes: Temporary airtight PVC cover to be provided to prevent dirt entry. 1) 110 mm dia outlet no 10.0 0.0 2) 160 mm dia outlet no QRO
300	Providing, fixing, jointing and testing of PVC floor traps of self cleansing design with water seal not less than 40 mm.,jointing with rubbering / solvent / solution and airtight joints, with necessary specials, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be of following sizes: Temporary airtight PVC cover to be provided to prevent dirt entry. a 110 mm dia outlet ( Floor Clean Out ) no 2.0 0.0 b 75 mm dia outlet ( Floor Clean Out ) no 6.0 0.0
301	Providing and fixing Heavy class S.S./ PVC grating with Cockroach proof S.S./PVC strainer of Chilly or equivalent make, as approved, (cockroach trap) including setting in floor with cement mortor to match with floor finish as per architect requirements
302	Providing, fixing, jointing and testing PVC multi traps 75 mm dia. ( 4 way) of self cleansing design with water seal not less than 40 mm,jointing with rubbering / solvent / solution and airtight joints, with necessary specials, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be of following sizes: Temporary airtight PVC cover to be provided to prevent dirt entry. 75 mm dia outlet no QRO
303	Providing, fixing, jointing and testing heavy duty, PVC SWR pipes, - 6 kg/cm2 pressure for rain water drain including jointing with rubbering / solvent / solution and airtight joints, with necessary specials, couplers, elbow, equal tees, tail piece, adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing material, including testing, cutting, making good the wall, ceiling and floor etc. complete of the following nominal bore (NB) size: The rate shall include the cost of PP cowl for vertical downtake pipes., The pipes shall be having soundproofing charecterstices (Soundproffing performance with flow rates of 2 l/s & noise levels not exceeds 8 dB A) soil & Waste / ventilating pipes conforming to DIN 1986/ EN 1451 laid under floor / fixed on walls, and in pipe shafts etc. complete. G.I. Heavy class pipe sleeves of specified diameter corresponding to the pipe size shall be provided wherever the pipes are crossing the fire rated walls/floors slab and sealing the sleeves with glasswool in between and fire sealant compound on either end, all as per E-I-C's requirement Galvanised clamps and brackets, legend boards shall be included in the price 160 mm rmt QRO
304	Providing, fixing, jointing and testingof PVC floor traps of self cleansing design with water seal not less than 40 mm, with or without vent, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be 'Nahni' type, of following sizes: a 110 x 80 mm OD inlet / outlet no b 110 x 110 mm OD inlet / outlet no
305	Providing and constructing brick support pillars for G.I / C.I / PVC / PPR / CPVC, etc. pipes at ground level, service floor or over terrace in CM 1 : 4 complete with plastering as approved.
306	Providing and constructing R.C.C (mix 1:2:4) support pillars for G.I / C.I / PVC / PPR / CPVC, etc. pipes at ground level, service floor or over terrace complete with plastering as approved.
307	Providing and fixing clean out plug for PVC pipes, with suitable inlet key for opening, complete as required. a 110 dia. NB pipe. mtr 0.0 b 160 dia. NB pipe. mtr 0.0
308	Providing, fixing, jointing and testing heavy duty, (PVC) SWR pipes., - 4 kg/cm2 pressure, of Supreme, Prince or equivalent, open, low density, to wall, ceiling and floor, approved quality, complete, for Vent including jointing with rubbering / solvent / solution and airtight joints, with necessary specials, couplers, elbow, equal tees, tail piece, adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing material, including testing, cutting, making good the wall, ceiling and floor etc. complete of the following nominal bore (NB) size: The rate shall include the cost of PVC cowl for vertical downtake pipes. a 75 mm dia Rmt 0.0 0.0 b 50 mm dia Rmt 12.0 0.0
309	Providing and fixing, PVC vent cowl, on ventilating pipes and verticals for soil, waste and rain water Pipes at top level / terrace level, as specified and required, etc. complete. a 110 mm dia no 0.0 0.0 b 75 mm dia no 2.0 0.0 c 50 mm dia no 0.0 0.0
310	Providing & fixing rain water `Khurras' required depth with lead flashing around the pipe with one piece lead sheet of 3 mm thick set on a layer of cold bitumen. Including Heavy duty CI/MS grating as per drawing complete as required.
311	EXTERNAL DRAINAGE AND RAIN WATER
312	Excavation by mechanical means for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard Murrum, soft & hard rock including removing the excavated material for all lift and lead with in the plot boundery,stacking, spreading as directed, including dewatering, fencing, lighting, watching, barricading, guarding, shoring, strutting, preparing the bed for foundation etc. complete as per specification,drawing and Instruction of engineering in charge. From existing Ground level up to 500 m deep Cum QRO
313	Filling Work: Refilling the trenches with available excavated soil upto 300mm above the pipe and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete as per specification, drawing and as directed.
314	Providing , laying, jointing & testing NP2 class RCC pipes (IS 458) with mortise - tenon, jointed with cement and with RCC collar to cover and overlap the joints laid to correct levels below ground in trenches upto required depth including excavation in all kind of soil (including hard rock), dewatering, refilling, watering, ramming and removing the surplus excavated material, dumping it on site or carting away to lead of 100 meters as directed and making good the same complete as required. Price to include 150 mm thick PCC (1:4:8) haunches upto centre at the joints to cover the collar and 150 mm on bothsides and 400 mm wide cradles for intermediate supports at maximum 1 meter centre to centre in brick masonary (duly plastered 1:5 CM) on 100 mm thick PCC 1:4:8 over 230 mm rubble soling. The pipes shall be of following nominal bore (NB) size: 150 mm NP2 class RCC pipe. Rmt QRO
315	Providing, fixing, jointing and testing salt glazed stoneware gully trap, class `A', of 100 mm. dia. inlet and 100 mm. outlet, including excavation in all soil types, bailing or pumping out water from trenches, shoring whenever necessary testing,refilling, in layers ramming & consolidation, removing away the surplus earth & spoils, dumping it on site or carting away to lead of 100 meters as directed, incl. embedding the trap in CC 1:2:4, construction of brick masonry chamber, internal clear size 300 mm. x 300 mm., in brick work 230 mm. thick, in CM 1:4, plastering inside, outside and all exposed surfaces with CM 1:3, 12 mm. thick, providing, fixing CI frame and cover 300 x 300 mm., weighing together not less than 12.5 Kg., painting of all CI items with 3 coats of approved bitumastic paint, etc. complete.
316	Providing and fixing, best Indian make 1st quality, salt glazed stoneware Sewer (intercepting) trap, of 150 mm. x 150 mm. size with cleaning eye cap and metal stopper chain, set in CC 1:2:4 etc., complete in last manhole including vent / fresh air pipe.
317	Constructing inspection chamber 600 x 600 mm clear size in 230 mm thick brick masonry with cement mortar (1:5) as per ISI with 150 mm thick 1:3:6 P.C.C. bedding, necessary benching in concrete (M-15) and 20 mm thick smooth cement plaster (1:4) from inside, C.I. steps as necessary and rough cement plaster 20 mm thick in c.m. 1:4 outside, with 50 kg. Full size C.I. manhole cover and frame (Approved Make) including all excavation in all soil types, refilling sides in layers with selected earth ramming and consolidating, removing away surplus soil or dumping it on site as directed (Depth upto 1500 mm to invert).
318	Supply & fixing CI Manhole cover with frame ( LD ) a 600 x 900 No 5.0 0.0
319	Extra over and above item no. 4.04 beyond 1.5 m. depth, for every additional depth of 0.1 m. or part thereof, for brick masonry Inspection chamber.
320	Constructing inspection chamber 600 x 900 mm clear size in 230 mm thick brick masonry with cement mortar (1:5) as per ISI with 150 mm thick 1:3:6 P.C.C. bedding, necessary benching in concrete (M-15) and 20 mm thick smooth cement plaster (1:4) from inside, C.I. steps as necessary and rough cement plaster 20 mm thick in c.m. 1:4 outside, with 50 kg. Full size C.I. manhole cover and frame (Approved Make) including all excavation in all soil types, refilling sides in layers with selected earth ramming and consolidating, removing away surplus soil or dumping it on site as directed (Depth upto 1500 mm to invert).
321	Extra over and above item no. 4.06 beyond 1.5 m. depth, for every additional depth of 0.1 m. or part thereof, for brick masonry Inspection chamber.
322	Construction of Precast RCC Utility manholes in M-25 grade concrete with cement paste making it water tight Including reinforcement, Complete as directed by EIC a 0.6M x 0.60M and Upto 1.0M clear depth for sewer No QRO b 0.9M x 0.60M and Upto 1.2M clear depth for sewer No QRO
323	Providing and fixing RCC manhole cover and frame of approved brand conforming IS 12592:2002 with lifting arrangement, including testing ,inspection of material sample and finished product at Manufacturer's work , etc. complete as specified and as directed by Engineer-in-Charge. (Inspection shall be as per guidelines of IS 12592) including fixing with M-30 concrete coping and locking arrangement ,as per specification etc. complete as specified and as directed by Engineer-in-Charge. 560mm internal dia and grade designation LD-2.5 as per IS-12592 Nos QRO
324	Extra over and above item no. 4.10 beyond 1.5 m. depth, for every additional depth of 0.1 m. or part thereof, for brick masonry chamber.
325	Constructing conical manhole / inspection chamber for sewage, 1350mm dia at bottom & tapering upto 600mm dia at top in 450mm brick masonry in c.m. 1:5, with 230mm 1:3:6 plain cement concrete bedding, necessary benching in concrete (M-15) 20mm thick smooth cement plasters from inside (1:4) rough cement plaster from outside. Plaster (1:4) smooth finish inside & rough outside cast iron steps wherever necessarywith heavy type (175 kg) C.I. manhole cover & frame (Approved Make) incl. necessary excavation in all soil types, refilling sides in layers, ramming & consolidation, watering, curing removing away the surplus earth or dumping it on site as directed (Depth 1500mm to 3000mm to invert).
326	Extra over and above item no. 4.14 beyond 3.0 m. depth, for every additional depth of 0.1 m. or part thereof, for brick masonry manhole / Inspection chamber.
327	Constructing catch basin 450 x 450 mm clear size in 230 mm thick brick masonry with cement mortar (1:5) as per ISI with 150 mm thick 1:3:6 P.C.C. bedding, necessary benching in concrete (M-15) and 20 mm thick smooth cement plaster (1:4) from inside, C.I. steps as necessary and rough cement plaster 20 mm thick in c.m. 1:4 outside, with 50 kg. Full size C.I. manhole cover and frame (Approved Make) including all excavation in all soil types, refilling sides in layers with selected earth ramming and consolidating, removing away surplus soil or dumping it on site as directed (Depth upto 600 mm to invert).
328	Providing and fixing, PVC heavy duty steps in manhole, water tank, septic tank, sumps, etc., of size 150 mm. x 100 mm. x 22.5 mm, including cutting, chasing the RCC / Brickwork and making good the same complete as required, etc.
329	Providing and fixing, PVC heavy duty rungs in RCC walls / brick walls of water tank, septic tank, sumps, etc., of size 150 mm. x 150 mm, including cutting, chasing the RCC / Brickwork and making good the same complete as required etc.
330	Charges for connection to main drainage from the local authority as per the local rules and regulations, including excavation in all kind of soil (including hard rock), dewatering, refilling, watering, ramming and removing the surplus excavated material dumping it on site or carting away to lead of 100 meters as directed and making good the same complete as required. Liasioning fees shall not be included in the rates. Piping paid as per respective items. (If in case of existing drain is available)
331	Sump Pit Pump
332	Water Supply Transfer pump Supply, installation, testing & commissioning of Submersible single stage single entry pumps connected to TEFC submersible motor for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend, vertical discharge pipe, electrical panel with in built level controller with operational mode as one pump working at low level, both pumps at high level with a hooter alarm and cut off at dry level as determined. The pump shall be provided with a lifting devise of pull chain including interconnecting piping with bypaas return line, Butterfly valves for all lines, 15 m cable etc. as per requirement complete in all respects. (Pumps shall be installed in a set of two pumps One working and One standby, with cascade operation). (Pumps suitable to handle solids upto 8 to 10 mm size with C.I. body, SS 304 shaft, C.I. impeller with 15 mtrs cable, double mechanical seal). Electrical Starter panels complete with O/L Relay with Single phasing preventer feature, earth leakage relay, ON-OFF and Trip Indicating lamps, contactors contacts for Building Automation System, interlocking, level controller with operational mode as one pump working at low level, both pumps at high level with a hooter alarm and cut off at dry level, cascade operation, working / standby selection, etc. suitable for the motor H.P. as specified below and with provision for remote P.B. on/off complete as required. The on/off operations for all pumps shall be available on central BMS system Nos 2.0 0.0 Service : Water Supply Transfer pump Each pump Flow rate : 2.7 LPS Head :15 Mts No of pump : (1w+1s)
333	Rain Water Harvesting pit
334	Providing material and Constructing brick masonry circular type Rain water harvesting pit 3 m internal dia upto 5.0 m total depth (1.5 Effective depth), inside & outside 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 finished with a floating coat of neat cement, 2 Nos. S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 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 Excavation, foot rests, centering, shuttering all complete all complete as per standard design : The rainwater harvesting pit shall be constructed according to the structure drawing.
335	Providing material and Constructing brick masonry rectangular type de-silting chamber 2 m x 1.2 internal size Invert level + 0.6 m total depth, inside & outside 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 finished with a floating coat of neat cement, 2 Nos. S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 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 Excavation, foot rests, centering, shuttering all complete all complete as per standard design : The Desilting chamber shall be constructed according to the structure drawing.
336	Boring/drilling bore well of required dia for casing/ strainer pipe in All types of soil, by suitable method prescribed in IS: 2800 (part I), including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge. 300 mm dia metre 30.0 0.0
337	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC shallow well casing (CS) pipe of required dia including end cap, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (Make :- Supreme, Finolex, Ashirwad) 150 mm nominal size dia metre 20.0 0.0
338	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (Make :- Supreme, Finolex, Ashirwad) 150 mm nominal size dia metre 120.0 0.0
339	Supplying, fixing, jointing and testing of uPVC pipes conforming to IS 4985 class V (6 kg/cm2) including injection moulded fittings, all complete as per direction of Engineer -in-charge. (for vent) (Make :- Supreme, Finolex, Ashirwad) 110 mm nominal size dia metre 30.0 0.0
340	Supplying and wrapping 150 gsm geotextile cloth around the well screen pipe.
341	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
342	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge.
343	Supplying, filling, spreading & leveling stone boulders of size range 50 mm to 200 mm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
344	Providing and lowering rounded & fully washed 3-6 mm pea gravel for packing of tube well construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all completed as per the direction of the Engineer-in-charge.
345	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 150 mm nominal size dia Each 4.0 0.0
346	Chemical Holding and Neutralization Tanks
347	Neutralization Tank: Chemical/Waste-15 GALLON CAPACITY(a) Waste containing acids or other chemicals which can adversely affect the piping system shall be subjected to treatment prior to being discharged into the sanitary drainage system.(b) All acids waste requires neutralization to a pH 7.5 before it is permitted to be discharged in any public sewer.(c) Each basin shall be designed to allow sufficient contact time for the chemical reaction to accomplish complete neutralization based on the maximum probable flow rate.(d) Treatment basin shall be outside of the building and shall consist of acid-resistant neutralization basin, limestone or marble chips fill the interior of the tank, and discharge pH sensor. Sub Total of Sanitary & Plumbing Cost: C 0.0 D. ENVIRONMENT MANAGEMENT PLAN (Fixes Cost)
348	Design and Preconstruction Phase
349	Regulatory Clearances/Permits like Tree Felling Permission and Compensatory Plantation
350	Regulatory Clearances/Permits like CTE/CTO, Authorization etc., Workman compensation insurance etc.
351	Contractors Qualified Environment, Health and Safety Expert/s, PMC's and DSC's Qualified Environmental Experts,PIU and PMU level Qualified Environmental Expert
352	Baseline Monitoring: Ambient Air Quality
353	Baseline Monitoring: Ambient Noise quality
354	Baseline Monitoring: Ground Water quality and Drinking Water
355	Baseline Monitoring: Surface Water quality
356	Baseline Monitoring: Soil Quality
357	Shifting of Utility (if applicable)
358	Construction Phase (1 Year)
359	Traffic management at worksite (signage, Warning Lights etc.)
360	Horticulture and Green Area Development
361	Waste and wastewater management
362	Monitoring: Ambient Air Quality
363	Monitoring: Ambient Noise quality
364	Monitoring: Ground Water quality and Drinking Water
365	Monitoring: Surface Water quality
366	Monitoring: Soil Quality
367	Rainwater Harvesting structures
368	Noise Barrier near school and residential areas
369	Restoration of construction site
370	Water sprinkling during construction
371	Operation Phase (1year)
372	Regulatory Clearances/Permits like Fire NoC, etc.
373	Waste and wastewater management (including installation and management of Septic tank)
374	Monitoring: Ambient Air Quality
375	Monitoring: Ambient Noise quality
376	Monitoring: Ground Water quality and Drinking Water
377	Monitoring: Surface Water quality (depending on availability)
378	Monitoring: Soil Quality
379	EHS audit Annually
380	Green area maintenance (Monitoring of Survival of trees) : Annually
381	Others
382	Implementation of Emergency Preparedness Plan, Grievance Redress Mechanism, Stakeholder Engagement activities, Traffic Management,etc.
383	Implementation of Corrective Action Plan
384	Training and Capacity Building
385	Tree felling Sub total of Enviroment Management Plan Cost: D 0.0 Grand Total of Shangpung Govt. Upper Primary School including all Duties, Taxes (GST), Levies etc. (Total amount C/F to summary of Civil, Electrical, MEP & Environmental Works) INR: 0.0 Package No : CW-10 Name of Work :Project Supporting Human Capital Development in Meghalaya (SHCDM) – Phase 2 Bill of Quantities (Priced) for Repair and Renovation Civil Works- Govt. Senior Basic School, Mynso, West Jaintia Hills Bill of Quantities BOQ item no Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) A. Civil Works: I EARTHWORK
386	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.
387	All kinds of soil (ordinary soil/ hard soil/ dense soil)
388	In ordinary rock (soft rock/ medium rock/ hard shale)
389	In hard rock (soft rock/ medium rock/ hard shale) (Blasting prohibited)
390	Same as Items 1.1 above but for each additional 1 m depth or part thereof beyond the initial depth of 2 m
391	All kinds of soil
392	In ordinary rock
393	In hard rock (Blasting prohibited)
394	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)
395	Excavated earth
396	Excavated rock
397	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
398	Upto a depth of 1.50 m
399	Above 1.50 m upto 3.00 m depth
400	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.
401	With available excavated earth
402	With borrowed earth/ stone dust carriage upto 5 km
403	Extra over Item for additional lift of 1.5m or part thereof for all types of soils
404	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
405	Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by the Engineer-in-charge.
406	Shuttering for sides of plain cement concrete work in blinding concrete, plinth protection, copings, sills etc.
407	Foundations, footings, bases of columns, raft, grade slab etc. for mass concrete (using steel)
408	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (using steel)
409	Suspended floors, roofs, landings, balconies and access platforms, shelves (using steel)
410	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
411	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel)
412	Stairs/ spiral staircase, (excluding landings) (using timber)
413	Weather shade, Chajjas, corbels etc., including edges (using timber) SUB TOTAL 0.0 III PLAIN CEMENT CONCRETE
414	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 curing complete (shuttering where necessary shall be measured and paid separately).
415	1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
416	1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
417	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
418	1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (For cement concrete screed below floors)
419	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) SUB TOTAL 0.0 IV REINFORCED CEMENT CONCRETE
420	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 72.06 0.0
421	All works above plinth level up to first floor level
422	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)
423	Thermo-Mechanically Treated bars
424	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
425	Coupler for 16 mm diameter reinforcement bar
426	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
427	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
428	Brick work with common burnt clay modular lst class bricks in foundation and in plinth:
429	In Cement Mortar 1:6 (1 cement : 6 coarse sand)
430	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:
431	Cement mortar 1:6 (1 cement : 6 coarse sand)
432	Half brick masonry with common burnt clay (non modular) first class bricks in superstructure above plinth level up to first floor level
433	Cement mortar 1:4 (1 cement :4 coarse sand)
434	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
435	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:
436	Cement mortar 1 :6 (1 cement: 6 coarse sand) SUB TOTAL 0.0 VII CLADDING WORK
437	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.
438	Granite of any colour and shade, area of slab upto 0.50 sqm (For laboratory counter tops)
439	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.
440	Granite work
441	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.
442	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.
443	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 291.55 0.0
444	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.
445	Normal range
446	Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, 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-in-charge and finished smooth.
447	Granite Stone of approved shade SUB TOTAL 0.0 VIII WOOD WORK
448	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.
449	With Teak wood/ Sissu wood.
450	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:
451	35 mm thick including lSl marked Stainless Steel butt hinges with necessary screws
452	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).
453	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) :
454	Rectangular or square
455	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
456	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
457	With Teak wood/ Sissu wood - 50 x 20 mm
458	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.
459	Extra for using veneered particle board conforming to lS:3097 Grade I, in item of pelmet 18 mm thick 150 mm wide.
460	Particle board with decorative veneering on both sides
461	Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
462	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:
463	25 mm dia
464	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.
465	1.5 mm thick SUB TOTAL 0.0 IX STRUCTURAL STEEL AND ALLIED WORKS
466	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.
467	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.
468	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.
469	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
470	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).
471	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, including priming coat of approved steel primer, but excluding the cost of other hings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment)
472	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.
473	Fixed to steel windows by welding
474	Fixed to openings/ wooden frames with rawl plugs screws etc.
475	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
476	4.0 mm thick glass panes
477	Float glass panes
478	4 mm thick glass pane (weight not less than 10 kg/sqm)
479	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
480	Stainless steel (grade 304) wire gauze of 0.5 mm dia. Wire and 1.4 mm aperture on both sides
481	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.
482	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.
483	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.
484	40 mm thick
485	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.
486	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.
487	Stone Soling, 150 mm
488	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.
489	Brick bats
490	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).
491	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
492	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
493	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
494	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
495	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)
496	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.
497	Normal range (For toilets) SUB TOTAL 0.0 XI ROOFING
498	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 871.12 0.0
499	Providing and fixing pro-coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per ls:277, in 240 Mpa Steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self tapping screws complete:
500	Ridges plain (500-600mm)
501	Flashings/ Aprons.( Up to 600 mm)
502	Gutter (600 mm over all girth) SUB TOTAL 0.0 XII CEILING WORK
503	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.
504	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 SUB TOTAL 0.0 XIII PLASTERING
505	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
506	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).
507	Neat cement punning
508	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.
509	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
510	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
511	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
512	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.
513	Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:
514	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)
515	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.
516	New work (two coats)
517	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
518	New work (two or more coats)
519	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works
520	Polyurethane (PU) polishing on woodwork with sprayer including sanding, wood filler complete as directed
521	Painting with synthctic enamel paint of approved brand and manufacture of required colour to give an even shade:
522	Old worlt (one or more coats) SUB TOTAL 0.0 XV FENCING, SITE DEVELOPMENT & MISCELLANEOUS WORKS
523	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.
524	Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion):
525	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 260.96 0.0
526	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 70.25 0.0
527	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 260.96 0.0
528	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.
529	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
530	Rectangular shape of 453 x 357mm
531	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.
532	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.
533	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.
534	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 3.0 0.0 SUB TOTAL 0.0 XVI PVC WORK
535	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
536	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 PVC sheet out Of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both 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 solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
537	30 mm thick pre laminated PVC door shutters
538	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 per direction of Engineer-in-charge
539	200x19x1.9 mm
540	Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
541	125 mm
542	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:
543	150 x 10 mm
544	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.
545	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 25.0 0.0 SUB TOTAL 0.0 XVII WATER PROOFING
546	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 29.06 0.0
547	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 31.0 0.0
548	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 512.23 0.0
549	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 146.73 0.0
550	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
551	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.
552	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.
553	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
554	Providing and fixing lS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
555	100 x 60 x 2.5 mm
556	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
557	250 x 19 x 1.9 mm Handles
558	Providing and fixing lsl marked oxidised M.S. handles conforming to ls:4992 with necessary screws etc. complete: 125mm each 337.0 0.0 Locks & latches
559	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
560	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:
561	250 x 16 mm Door closers, stoppers & tower bolts
562	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.
563	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, with necessary screws etc. complete:
564	150 x 10 mm
565	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
566	Twin rubber stopper Window fittings
567	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 136.0 0.0 Signages (Door mounted)
568	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
569	Signages of 300 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete.
570	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
571	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of
572	G.S. Sheet
573	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
574	Of area 3 sqm and below
575	Of area beyond 3 sqm
576	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead
577	For thickness of tiles 10 mm to 25 mm
578	For thickness of tiles above 25 mm and up to 40 mm
579	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.
580	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
581	of sectional area 40 sqcm and above
582	Of sectional area below 40 sqcm
583	Extra for dismantling trusses, rafters, purlins etc. Of wood work for every additional span Of one metre or part thereof beyond 10 metros:
584	of sectional area 40 sqcm and above ( Taken Extra 10 Mtrs)
585	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.
586	Dismantling and demolition of whole existing Building including of all PCC work, RCC work, brickwork, floor, roof, door & window, plaster or skirting etc., including cleaning & stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
587	Ground Floor SUB TOTAL 0.0 XX RETROFITTING & REPAIR WORK (STRUCTURAL)
588	Structural Retro-fitting and Repair Work
589	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 4932.0 0.0
590	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 292.99 0.0
591	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 28.96 0.0 b Epoxy injection grout in concrcte/ RCC work ol approved make kg 54.0 0.0
592	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 System
593	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.
594	With 4 core 16 sqmm
595	With 4 core 10 sqmm
596	With 4 core 6 sqmm
597	With 3 core 10 sqmm
598	With 3 core 4 sqmm
599	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.
600	With 3.5 core 50 sqmm
601	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)
602	New Service Connection Charges to be paid to MeECL Part B: Building Electrification
603	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
604	Long point wiring upto 10mts(i) With copper conductor
605	Medium Point wiring up to 6 mts(i)With copper conductor
606	Short Point Wiring up to 3 mts(i)With copper conductor
607	Wiring as in item No.6 above to a Ceiling/ Exhaust Fan Point
608	Long point wiring upto 10mts(i) With copper conductor
609	Wiring as in item No.1 complete to a light plug point when fixed Same board
610	Long point wiring upto 10mts(i) With copper conductor
611	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
612	Long point wiring upto 10mts(i) With copper conductor
613	Medium Point wiring up to 6 mts(i)With copper conductor
614	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
615	Long point wiring upto 10mts(i) With copper conductor
616	Medium Point wiring up to 6 mts(i)With copper conductor
617	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.
618	With 2×2.5mm2 Copper Conductor
619	With 2X4 mm2 Copper Conductor
620	With 2X6 mm2 Copper Conductor
621	Drawing 3 phase Main Line 4 wire with DGSD approved VIR PVC cable 660 V grade in casing capping with all necessary accessories
622	With 4 X 6 sq. mm copper conductor
623	With 4 X 10 sq. mm copper conductor
624	Supplying & fixing of Load Kontaket Miniature Circuit Breakers (MCBs)
625	6 - 32 Amp. SP MCB
626	40 - 63 Amp. SPN MCB
627	40 - 63 Amp. TPN MCB
628	Supplying, fitting & fixing of Load Kontaket Miniature circuit breakers Double Pole (Isolator)
629	32 Amp DP Isolator
630	40 Amp DP Isolator
631	63 Amp DP Isolator
632	100 Amp DP Isolator
633	125 Amp DP Isolator
634	Supplying, fitting and fixing of Residual-current circuit Breaker with Overcurrent protection RCBOs assembled for AC applications upto 63A.
635	32 Amp
636	40 Amp
637	63 Amp
638	Supplying, fitting and fixing of Moulded case circuit Breaker of the following capacity
639	4 Poles 16 -63 Amp Capacity
640	4 Poles 80 -100 Amp Capacity
641	Supplying, fitting and fixing of SPN / TPN MCB Metal enclosure MCB Distribution box
642	12 Way
643	16 Way
644	20 Way
645	Supplying, fitting and fixing of SPN / TPN MCB Metal Enclosure Distribution Board
646	12 Way (8+36) Modules
647	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.
648	75mm x 75mm x 60mm deep
649	150mm x 150mm x 60mm deep
650	200mm x 300mm x 100mm deep
651	250mm x 300mm x 100mm deep
652	Supplying fitting and fixing Batten LED light fitting complete with all accessories for surface or pendant mounting as per Department direction and approved
653	1 X 22 W
654	2 X 22 W
655	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.
656	18 watt Round
657	10 watt Bulk head
658	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.
659	18 W
660	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
661	AC ceiling Fan '1400' mm sweeps
662	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.
663	1 x 3 W double sided
664	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
665	Medium Duty Exhaust Fan
666	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
667	Gong Bell
668	Ding dong Bell
669	Remote Bell
670	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
671	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
672	GI Earth Plate Electrode
673	Supplying and laying of 15mm × 5mm GI/Copper Strip at 0.50mts, below ground.
674	With 25mm×5mm copper strip
675	with 25mmx6mm GI strip
676	with 25mmx3mm GI strip
677	Supplying, fitting and fixing of copper/Alluminium lightning Arrestor with 5no.s finger at the top & copper base plate at the bottom complete.
678	With 3 ft high road
679	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
680	Supplying fitting and fixing of LAN (Computer Cables)
681	CAT - 6 unarmoured UTP
682	SITC of Dome Camera as per site condition complete with all accessories 4MP
683	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 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. 70W suitable for pole dia 76mm Each 0.0 0.0 Part-C: UPS
684	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.
685	5.5 KVA UPS described as above with 60 minute battery Backup Sub Total of Electrical Cost: B 0.0 C. Sanitary & Plumbing Works:
686	SANITARY WORKS
687	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 0.0
688	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 12.0 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
689	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.
690	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 2.0 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 3.0 0.0 Each
691	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 16.0 0.0 b 10 ltr Capacity - coloured Each 0.0 Each 0.0
692	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete: a White solid plastic seat with lid Each 16.0 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
693	Providing and fixing G.I inlet connection for flush pipe connecting with W.C. pan
694	Providing and ficing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Enginner-in-charge.
695	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete. 1.9.1 Semirigid pipe a 32mm dia. Each 0.0 b 40mm dia. Each 0.0 1.9.2 Flexibal pipe a 32 mm dia. And 40mm dia. Each 16.0 0.0
696	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 6.0 0.0 c Oval shape 450x350 mm (outer dimensions) Each 0.0 d Rectangular shape 1500x450 mm Each 3.0 0.0
697	Providing and fixing soil, waste and vent pipes: 1.11.1 100 mm diameter a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0 1.11.2 75 mm diameter: a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0
698	WATER SUPPLY (INTERNAL & EXTERNAL)
699	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 External work a 15 mm nominal outer diameter pipe MTR 0.0 b 20 mm nominal outer diameter pipes MTR 20.0 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
700	Providing and fixing brass bib cock of approved quality: a 15 mm nominal bore Each 20.0 0.0 b 20 mm nominal bore Each 0.0
701	Providing and fixing brass stop cock of approved quality: a 15 mm nominal bore Each 0.0 b 20 mm nominal bore Each 20.0 0.0
702	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 5.0 0.0 f 65 mm nominal bore Each 0.0 g 80 mm nominal bore Each 0.0
703	Providing and fixing ball valve (brass) Of approved quality, High or low pressure, with plastic floats complete: a 15 mm nominal bore Each 4.0 0.0 b 20 mm nominal bore Each 4.0 0.0 c 25 mm nominal bore Each 8.0 0.0
704	Providing and fixing gun metal non-return valve of approved quality (screwed end): 2.6.1 25 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.2 32 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.3 40 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.3 50 mm nominal bore a Horizontal Each 4.0 0.0 b Vertical Each 5.0 0.0
705	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 0.0 0.0 Each
706	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
707	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.
708	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : 15 mm nominal bore Each 16.0 0.0
709	Providing and fixing C.P. brass angle valve for basin mixer and geyser points Of approved quality conforming to ls:8931 15 mm nominal bore Each 16.0 0.0
710	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
711	Supplying fitting & fixing complete 100mm Bore Well Submersible Pumps- 3 HP (Water Filled) or similar.
712	DRAINAGE
713	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 8.0 0.0 c 180xl50 mm size p type Each 0.0
714	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 15.0 0.0
715	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 14.0 0.0
716	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 7.0 0.0 c Flectangular manhole 120x90 cm with circular cover 560 mm dia. of grade HD - 20 Each 0.0
717	WATER HARVESTING
718	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
719	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.
720	RRL Hose with male female stainlss steel coupling 19mm swiniging hose reel complete reinforced braided thermoplastic red/black hose each 0.0 0.0
721	Swinging type hose reel complete with 19mmx30 mtr. Thermolpastic hose Type-II
722	Hose reel drum
723	25mm dia gun metal globe valve & nozzle.
724	450 Ipm at 35m Head
725	G.I pipe as per IS/1239 ISI Marked C Class (heavy) a 50mm dia G.I Pipe mtr 0.0 0.0 b 80mm dia G.I Pipe mtr 0.0 0.0 c 100mm dia G.I Pipe mtr 0.0 0.0 d 50mm dia Butterfly wall each 0.0 0.0 e 80mm dia Butterfly wall each 0.0 0.0 f 100mm dia Butterfly wall each 0.0 0.0 g 50mm dia Non return valve each 0.0 0.0 h 80mm dia Non return valve each 0.0 0.0 i 100mm dia Non return valve each 0.0 0.0
726	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.
727	FIRE EXTINGUISHER a ABC Powder Type 5kgs each 12.0 0.0 b Co2 Type 4.5kgs each 12.0 0.0 Sub Total of Sanitary & Plumbing Cost: C 0.0 D. ENVIRONMENT MANAGEMENT PLAN (Fixes Cost)
728	Design and Preconstruction Phase
729	Regulatory Clearances/Permits like Tree Felling Permission and Compensatory Plantation
730	Regulatory Clearances/Permits like CTE/CTO, Authorization etc., Workman compensation insurance etc.
731	Contractors Qualified Environment, Health and Safety Expert/s, PMC's and DSC's Qualified Environmental Experts,PIU and PMU level Qualified Environmental Expert
732	Baseline Monitoring: Ambient Air Quality
733	Baseline Monitoring: Ambient Noise quality
734	Baseline Monitoring: Ground Water quality and Drinking Water
735	Baseline Monitoring: Surface Water quality
736	Baseline Monitoring: Soil Quality
737	Shifting of Utility (if applicable)
738	Construction Phase (1 Year)
739	Traffic management at worksite (signage, Warning Lights etc.)
740	Horticulture and Green Area Development
741	Waste and wastewater management
742	Monitoring: Ambient Air Quality
743	Monitoring: Ambient Noise quality
744	Monitoring: Ground Water quality and Drinking Water
745	Monitoring: Surface Water quality
746	Monitoring: Soil Quality
747	Rainwater Harvesting structures
748	Noise Barrier near school and residential areas
749	Restoration of construction site
750	Water sprinkling during construction
751	Operation Phase (1year)
752	Regulatory Clearances/Permits like Fire NoC, etc.
753	Waste and wastewater management (including installation and management of Septic tank)
754	Monitoring: Ambient Air Quality
755	Monitoring: Ambient Noise quality
756	Monitoring: Ground Water quality and Drinking Water
757	Monitoring: Surface Water quality (depending on availability)
758	Monitoring: Soil Quality
759	EHS audit Annually
760	Green area maintenance (Monitoring of Survival of trees) : Annually
761	Others
762	Implementation of Emergency Preparedness Plan, Grievance Redress Mechanism, Stakeholder Engagement activities, Traffic Management,etc.
763	Implementation of Corrective Action Plan
764	Training and Capacity Building
765	Tree felling Sub total of Enviroment Management Plan Cost: D 0.0 Grand Total of Govt. Senior Basic School, Mynso including all Duties, Taxes (GST), Levies etc. (Total amount C/F to summary of Civil, Electrical, MEP & Environmental Works) INR: 0.0 Package No : CW-10 Name of Work :Project Supporting Human Capital Development in Meghalaya (SHCDM) – Phase 2 Bill of Quantities (Priced) for Repair and Renovation Civil Works- Sutnga Govt. Upper Primary School, East Jaintia Hills Bill of Quantities BOQ item no Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) A. Civil Works: I EARTHWORK
766	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.
767	All kinds of soil (ordinary soil/ hard soil/ dense soil)
768	In ordinary rock (soft rock/ medium rock/ hard shale)
769	In hard rock (soft rock/ medium rock/ hard shale) (Blasting prohibited)
770	Same as Items 1.1 above but for each additional 1 m depth or part thereof beyond the initial depth of 2 m
771	All kinds of soil
772	In ordinary rock
773	In hard rock (Blasting prohibited)
774	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)
775	Excavated earth
776	Excavated rock
777	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
778	Upto a depth of 1.50 m
779	Above 1.50 m upto 3.00 m depth
780	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.
781	With available excavated earth
782	With borrowed earth/ stone dust carriage upto 5 km
783	Extra over Item for additional lift of 1.5m or part thereof for all types of soils
784	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
785	Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by the Engineer-in-charge.
786	Shuttering for sides of plain cement concrete work in blinding concrete, plinth protection, copings, sills etc.
787	Foundations, footings, bases of columns, raft, grade slab etc. for mass concrete (using steel)
788	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (using steel)
789	Suspended floors, roofs, landings, balconies and access platforms, shelves (using steel)
790	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
791	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel)
792	Stairs/ spiral staircase, (excluding landings) (using timber)
793	Weather shade, Chajjas, corbels etc., including edges (using timber) SUB TOTAL 0.0 III PLAIN CEMENT CONCRETE
794	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 curing complete (shuttering where necessary shall be measured and paid separately).
795	1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
796	1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
797	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
798	1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (For cement concrete screed below floors)
799	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) SUB TOTAL 0.0 IV REINFORCED CEMENT CONCRETE
800	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 44.34 0.0
801	All works above plinth level up to first floor level
802	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)
803	Thermo-Mechanically Treated bars
804	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
805	Coupler for 16 mm diameter reinforcement bar
806	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
807	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
808	Brick work with common burnt clay modular lst class bricks in foundation and in plinth:
809	In Cement Mortar 1:6 (1 cement : 6 coarse sand)
810	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:
811	Cement mortar 1:6 (1 cement : 6 coarse sand)
812	Half brick masonry with common burnt clay (non modular) first class bricks in superstructure above plinth level up to first floor level
813	Cement mortar 1:4 (1 cement :4 coarse sand)
814	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
815	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:
816	Cement mortar 1 :6 (1 cement: 6 coarse sand) SUB TOTAL 0.0 VII CLADDING WORK
817	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.
818	Granite of any colour and shade, area of slab upto 0.50 sqm (For laboratory counter tops)
819	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.
820	Granite work
821	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.
822	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.
823	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 152.48 0.0
824	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.
825	Normal range
826	Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, 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-in-charge and finished smooth.
827	Granite Stone of approved shade SUB TOTAL 0.0 VIII WOOD WORK
828	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.
829	With Teak wood/ Sissu wood.
830	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:
831	35 mm thick including lSl marked Stainless Steel butt hinges with necessary screws
832	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).
833	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
834	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
835	With Teak wood/ Sissu wood - 50 x 20 mm
836	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.
837	Extra for using veneered particle board conforming to lS:3097 Grade I, in item of pelmet 18 mm thick 150 mm wide.
838	Particle board with decorative veneering on both sides
839	Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
840	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:
841	25 mm dia
842	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.
843	1.5 mm thick SUB TOTAL 0.0 IX STRUCTURAL STEEL AND ALLIED WORKS
844	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.
845	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.
846	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.
847	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
848	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).
849	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, including priming coat of approved steel primer, but excluding the cost of other hings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment)
850	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.
851	Fixed to steel windows by welding
852	Fixed to openings/ wooden frames with rawl plugs screws etc.
853	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
854	4.0 mm thick glass panes
855	Float glass panes
856	4 mm thick glass pane (weight not less than 10 kg/sqm)
857	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
858	Stainless steel (grade 304) wire gauze of 0.5 mm dia. Wire and 1.4 mm aperture on both sides
859	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.
860	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.
861	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.
862	40 mm thick
863	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.
864	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.
865	Stone Soling, 150 mm
866	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.
867	Brick bats
868	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).
869	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
870	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
871	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
872	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
873	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)
874	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.
875	Normal range (For toilets) SUB TOTAL 0.0 XI ROOFING
876	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 377.69 0.0
877	Providing and fixing pro-coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per ls:277, in 240 Mpa Steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self tapping screws complete:
878	Ridges plain (500-600mm)
879	Flashings/ Aprons.( Up to 600 mm)
880	Gutter (600 mm over all girth) SUB TOTAL 0.0 XII CEILING WORK
881	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.
882	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
883	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
884	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
885	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).
886	Neat cement punning
887	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.
888	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
889	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
890	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
891	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.
892	Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:
893	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)
894	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.
895	New work (two coats)
896	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
897	New work (two or more coats)
898	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works
899	Polyurethane (PU) polishing on woodwork with sprayer including sanding, wood filler complete as directed
900	Painting with synthctic enamel paint of approved brand and manufacture of required colour to give an even shade:
901	Old worlt (one or more coats) SUB TOTAL 0.0 XV FENCING, SITE DEVELOPMENT & MISCELLANEOUS WORKS
902	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.
903	Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion):
904	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 333.97 0.0
905	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 8.74 0.0
906	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 333.97 0.0
907	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.
908	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
909	Rectangular shape of 453 x 357mm
910	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.
911	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.
912	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.
913	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 3.0 0.0 SUB TOTAL 0.0 XVI PVC WORK
914	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, PDM 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
915	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 PVC sheet out Of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both 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.
916	30 mm thick pre laminated PVC door shutters
917	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 per direction of Engineer-in-charge
918	200x19x1.9 mm
919	Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
920	125 mm
921	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, with necessary screws etc. complete:
922	150 x 10 mm
923	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.
924	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 13.0 0.0 SUB TOTAL 0.0 XVII WATER PROOFING
925	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 29.06 0.0
926	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 31.0 0.0
927	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 379.42 0.0
928	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 41.25 0.0
929	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
930	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.
931	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.
932	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
933	Providing and fixing lS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
934	100 x 60 x 2.5 mm
935	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
936	250 x 19 x 1.9 mm Handles
937	Providing and fixing lsl marked oxidised M.S. handles conforming to ls:4992 with necessary screws etc. complete: 125mm each 138.0 0.0 Locks & latches
938	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 Door closers, stoppers & tower bolts
939	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.
940	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
941	Twin rubber stopper Window fittings
942	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 122.0 0.0 Signages (Door mounted)
943	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
944	Signages of 300 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete.
945	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
946	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of
947	G.S. Sheet
948	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
949	Of area 3 sqm and below
950	Of area beyond 3 sqm
951	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead
952	For thickness of tiles 10 mm to 25 mm
953	For thickness of tiles above 25 mm and up to 40 mm
954	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.
955	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
956	of sectional area 40 sqcm and above
957	Of sectional area below 40 sqcm
958	Extra for dismantling trusses, rafters, purlins etc. Of wood work for every additional span Of one metre or part thereof beyond 10 metros:
959	of sectional area 40 sqcm and above ( Taken Extra 10 Mtrs)
960	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.
961	Dismantling and demolition of whole existing Building including of all PCC work, RCC work, brickwork, floor, roof, door & window, plaster or skirting etc., including cleaning & stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
962	Ground Floor SUB TOTAL 0.0 XX RETROFITTING & REPAIR WORK (STRUCTURAL)
963	Structural Retro-fitting and Repair Work
964	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 3850.0 0.0
965	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 188.64 0.0
966	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 44.78 0.0 b Epoxy injection grout in concrcte/ RCC work ol approved make kg 27.0 0.0
967	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 System
968	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.
969	With 4 core 16 sqmm
970	With 4 core 10 sqmm
971	With 4 core 6 sqmm
972	With 3 core 10 sqmm
973	With 3 core 4 sqmm
974	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. With 3.5 core 50 sqmm Mtr 20.0 0.0
975	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)
976	New Service Connection Charges to be paid to MeECL Part B: Building Electrification
977	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
978	Long point wiring upto 10mts(i) With copper conductor
979	Medium Point wiring up to 6 mts(i)With copper conductor
980	Short Point Wiring up to 3 mts(i)With copper conductor
981	Wiring as in item No.6 above to a Ceiling/ Exhaust Fan Point
982	Long point wiring upto 10mts(i) With copper conductor
983	Wiring as in item No.1 complete to a light plug point when fixed Same board
984	Long point wiring upto 10mts(i) With copper conductor
985	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
986	Long point wiring upto 10mts(i) With copper conductor
987	Medium Point wiring up to 6 mts (i)With copper conductor
988	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
989	Long point wiring upto 10mts(i) With copper conductor
990	Medium Point wiring up to 6 mts(i)With copper conductor
991	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.
992	With 2×2.5mm2 Copper Conductor
993	With 2X4 mm2 Copper Conductor
994	With 2X6 mm2 Copper Conductor
995	Drawing 3 phase Main Line 4 wire with DGSD approved VIR PVC cable 660 V grade in casing capping with all necessary accessories
996	With 4 X 6 sq. mm copper conductor
997	With 4 X 10 sq. mm copper conductor
998	Supplying & fixing of Load Kontaket Miniature Circuit Breakers (MCBs)
999	6 - 32 Amp. SP MCB
1000	40 - 63 Amp. SPN MCB
1001	40 - 63 Amp. TPN MCB
1002	Supplying, fitting & fixing of Load Kontaket Miniature circuit breakers Double Pole (Isolator)
1003	32 Amp DP Isolator
1004	40 Amp DP Isolator
1005	63 Amp DP Isolator
1006	100 Amp DP Isolator
1007	125 Amp DP Isolator
1008	Supplying, fitting and fixing of Residual-current circuit Breaker with Overcurrent protection RCBOs assembled for AC applications upto 63A.
1009	32 Amp
1010	40 Amp
1011	63 Amp
1012	Supplying, fitting and fixing of Moulded case circuit Breaker of the following capacity
1013	4 Poles 16 -63 Amp Capacity
1014	4 Poles 80 -100 Amp Capacity
1015	Supplying, fitting and fixing of SPN / TPN MCB Metal enclosure MCB Distribution box
1016	12 Way
1017	16 Way
1018	20 Way
1019	Supplying, fitting and fixing of SPN / TPN MCB Metal Enclosure Distribution Board
1020	12 Way (8+36) Modules
1021	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.
1022	75mm x 75mm x 60mm deep
1023	150mm x 150mm x 60mm deep
1024	200mm x 300mm x 100mm deep
1025	250mm x 300mm x 100mm deep
1026	Supplying fitting and fixing Batten LED light fitting complete with all accessories for surface or pendant mounting as per Department direction and approved
1027	1 X 22 W
1028	2 X 22 W
1029	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.
1030	18 watt Round
1031	10 watt Bulk head
1032	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.
1033	18 W
1034	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
1035	AC ceiling Fan '1400' mm sweeps
1036	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.
1037	1 x 3 W double sided
1038	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
1039	Medium Duty Exhaust Fan
1040	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
1041	Gong Bell
1042	Ding dong Bell
1043	Remote Bell
1044	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
1045	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
1046	GI Earth Plate Electrode
1047	Supplying and laying of 15mm × 5mm GI/Copper Strip at 0.50mts, below ground.
1048	With 25mm×5mm copper strip
1049	with 25mmx6mm GI strip
1050	with 25mmx3mm GI strip
1051	Supplying, fitting and fixing of copper/Alluminium lightning Arrestor with 5no.s finger at the top & copper base plate at the bottom complete.
1052	With 3 ft high road
1053	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
1054	Supplying fitting and fixing of LAN (Computer Cables)
1055	CAT - 6 unarmoured UTP
1056	SITC of Dome Camera as per site condition complete with all accessories 4MP
1057	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
1058	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. a 70W suitable for pole dia 76mm Each 0.0 0.0 Part-C: UPS
1059	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.
1060	5.5 KVA UPS described as above with 60 minute battery Backup Sub Total of Electrical Cost: B 0.0 C. Sanitary & Plumbing Works:
1061	SANITARY FIXTURES AND FITTINGS
1062	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
1063	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 7.0 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
1064	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. 0.0
1065	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 0.0 c Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern Each 1.0 0.0 d Range Of four urinal basins with 10 litre white P.V.C. automatic flushing cistern Each 0.0
1066	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 8.0 0.0 b 10 ltr Capacity - coloured Each 0.0
1067	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete: a White solid plastic seat with lid Each 8.0 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
1068	Providing and fixing G.I inlet connection for flush pipe connecting with W.C. pan
1069	Providing and ficing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Enginner-in-charge.
1070	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete. 1.9.1 Semirigid pipe a 32mm dia. Each 0.0 b 40mm dia. Each 0.0 1.9.2 Flexibal pipe a 32 mm dia. And 40mm dia. Each 8.0 0.0
1071	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 3.0 0.0
1072	Providing and fixing soil, waste and vent pipes: 1.11.1 100 mm diameter a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0 1.11.2 75 mm diameter: a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0
1073	WATER SUPPLY (INTERNAL & EXTERNAL)
1074	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 External work a 15 mm nominal outer diameter pipe MTR 0.0 b 20 mm nominal outer diameter pipes MTR 20.0 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
1075	Providing and fixing brass bib cock of approved quality: a 15 mm nominal bore Each 20.0 0.0 b 20 mm nominal bore Each 0.0
1076	Providing and fixing brass stop cock of approved quality: a 15 mm nominal bore Each 0.0 b 20 mm nominal bore Each 20.0 0.0
1077	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 5.0 0.0 f 65 mm nominal bore Each 0.0 g 80 mm nominal bore Each 0.0
1078	Providing and fixing ball valve (brass) Of approved quality, High or low pressure, with plastic floats complete: a 15 mm nominal bore Each 4.0 0.0 b 20 mm nominal bore Each 4.0 0.0 c 25 mm nominal bore Each 8.0 0.0
1079	Providing and fixing gun metal non-return valve of approved quality (screwed end): 2.6.1 25 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.2 32 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.3 40 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.4 50 mm nominal bore a Horizontal Each 4.0 0.0 b Vertical Each 5.0 0.0
1080	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 0.0 0.0
1081	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
1082	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.
1083	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : 15 mm nominal bore Each 20.0 0.0
1084	Providing and fixing C.P. brass angle valve for basin mixer and geyser points Of approved quality conforming to ls:8931 15 mm nominal bore Each 20.0 0.0
1085	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
1086	Supplying fitting & fixing complete 100mm Bore Well Submersible Pumps- 3 HP (Water Filled) or similar.
1087	DRAINAGE
1088	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 8.0 0.0 c 180xl50 mm size p type Each 0.0
1089	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 15.0 0.0
1090	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 14.0 0.0
1091	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 7.0 0.0 c Flectangular manhole 120x90 cm with circular cover 560 mm dia. of grade HD - 20 Each 0.0
1092	WATER HARVESTING
1093	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
1094	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.
1095	RRL Hose with male female stainlss steel coupling 19mm swiniging hose reel complete reinforced braided thermoplastic red/black hose each 0.0 0.0
1096	Swinging type hose reel complete with 19mmx30 mtr. Thermolpastic hose Type-II
1097	Hose reel drum
1098	25mm dia gun metal globe valve & nozzle.
1099	450 Ipm at 35m Head
1100	G.I pipe as per IS/1239 ISI Marked C Class (heavy) a 50mm dia G.I Pipe mtr 0.0 0.0 b 80mm dia G.I Pipe mtr 0.0 0.0 c 100mm dia G.I Pipe mtr 0.0 0.0 d 50mm dia Butterfly wall each 0.0 0.0 e 80mm dia Butterfly wall each 0.0 0.0 f 100mm dia Butterfly wall each 0.0 0.0 g 50mm dia Non return valve each 0.0 0.0 h 80mm dia Non return valve each 0.0 0.0 i 100mm dia Non return valve each 0.0 0.0
1101	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.
1102	FIRE EXTINGUISHER a ABC Powder Type 5kgs each 12.0 0.0 b Co2 Type 4.5kgs each 12.0 0.0 Sub Total of Sanitary & Plumbing Cost: C 0.0 D. ENVIRONMENT MANAGEMENT PLAN (Fixes Cost)
1103	Design and Preconstruction Phase
1104	Regulatory Clearances/Permits like Tree Felling Permission and Compensatory Plantation
1105	Regulatory Clearances/Permits like CTE/CTO, Authorization etc., Workman compensation insurance etc.
1106	Contractors Qualified Environment, Health and Safety Expert/s, PMC's and DSC's Qualified Environmental Experts,PIU and PMU level Qualified Environmental Expert
1107	Baseline Monitoring: Ambient Air Quality
1108	Baseline Monitoring: Ambient Noise quality
1109	Baseline Monitoring: Ground Water quality and Drinking Water
1110	Baseline Monitoring: Surface Water quality
1111	Baseline Monitoring: Soil Quality
1112	Shifting of Utility (if applicable)
1113	Construction Phase (1 Year)
1114	Traffic management at worksite (signage, Warning Lights etc.)
1115	Horticulture and Green Area Development
1116	Waste and wastewater management
1117	Monitoring: Ambient Air Quality
1118	Monitoring: Ambient Noise quality
1119	Monitoring: Ground Water quality and Drinking Water
1120	Monitoring: Surface Water quality
1121	Monitoring: Soil Quality
1122	Rainwater Harvesting structures
1123	Noise Barrier near school and residential areas
1124	Restoration of construction site
1125	Water sprinkling during construction
1126	Operation Phase (1year)
1127	Regulatory Clearances/Permits like Fire NoC, etc.
1128	Waste and wastewater management (including installation and management of Septic tank)
1129	Monitoring: Ambient Air Quality
1130	Monitoring: Ambient Noise quality
1131	Monitoring: Ground Water quality and Drinking Water
1132	Monitoring: Surface Water quality (depending on availability)
1133	Monitoring: Soil Quality
1134	EHS audit Annually
1135	Green area maintenance (Monitoring of Survival of trees) : Annually
1136	Others
1137	Implementation of Emergency Preparedness Plan, Grievance Redress Mechanism, Stakeholder Engagement activities, Traffic Management,etc.
1138	Implementation of Corrective Action Plan
1139	Training and Capacity Building
1140	Tree felling Sub total of Enviroment Management Plan Cost: D 0.0 Grand Total of Sutnga Govt. Upper Primary School including all Duties, Taxes (GST), Levies etc. (Total amount C/F to summary of Civil, Electrical, MEP & Environmental Works) INR: 0.0 Package No : CW-10 Name of Work :Project Supporting Human Capital Development in Meghalaya (SHCDM) – Phase 2 Bill of Quantities (Priced) for Repair and Renovation Civil Works- Saipung Govt. Upper Primary School, East Jaintia Hills Bill of Quantities BOQ item no Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) A. Civil Works: I EARTHWORK
1141	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.
1142	All kinds of soil (ordinary soil/ hard soil/ dense soil)
1143	In ordinary rock (soft rock/ medium rock/ hard shale)
1144	In hard rock (soft rock/ medium rock/ hard shale) (Blasting prohibited)
1145	Same as Items 1.1 above but for each additional 1 m depth or part thereof beyond the initial depth of 2 m
1146	All kinds of soil
1147	In ordinary rock
1148	In hard rock (Blasting prohibited)
1149	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)
1150	Excavated earth
1151	Excavated rock
1152	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
1153	Upto a depth of 1.50 m
1154	Above 1.50 m upto 3.00 m depth
1155	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.
1156	With available excavated earth
1157	With borrowed earth/ stone dust carriage upto 5 km
1158	Extra over Item for additional lift of 1.5m or part thereof for all types of soils
1159	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
1160	Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by the Engineer-in-charge.
1161	Shuttering for sides of plain cement concrete work in blinding concrete, plinth protection, copings, sills etc.
1162	Foundations, footings, bases of columns, raft, grade slab etc. for mass concrete (using steel)
1163	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (using steel)
1164	Suspended floors, roofs, landings, balconies and access platforms, shelves (using steel)
1165	Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel)
1166	Columns, Pillars, Piers, Abutments, Posts and Struts (using steel)
1167	Stairs/ spiral staircase, (excluding landings) (using timber)
1168	Weather shade, Chajjas, corbels etc., including edges (using timber) SUB TOTAL 0.0 III PLAIN CEMENT CONCRETE
1169	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 curing complete (shuttering where necessary shall be measured and paid separately).
1170	1 :3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size)
1171	1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
1172	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
1173	1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (For cement concrete screed below floors)
1174	1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) SUB TOTAL 0.0 IV REINFORCED CEMENT CONCRETE
1175	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 55.9 0.0
1176	All works above plinth level up to first floor level
1177	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)
1178	Thermo-Mechanically Treated bars
1179	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
1180	Coupler for 16 mm diameter reinforcement bar
1181	Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
1182	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
1183	Brick work with common burnt clay modular lst class bricks in foundation and in plinth:
1184	In Cement Mortar 1:6 (1 cement : 6 coarse sand)
1185	Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:
1186	Cement mortar 1:6 (1 cement : 6 coarse sand)
1187	Half brick masonry with common burnt clay (non modular) first class bricks in superstructure above plinth level up to first floor level
1188	Cement mortar 1:4 (1 cement :4 coarse sand)
1189	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
1190	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:
1191	Cement mortar 1 :6 (1 cement: 6 coarse sand) SUB TOTAL 0.0 VII CLADDING WORK
1192	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.
1193	Granite of any colour and shade, area of slab upto 0.50 sqm (For laboratory counter tops)
1194	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.
1195	Granite work
1196	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.
1197	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.
1198	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 141.71 0.0
1199	Providing and fixing 75 mm high, 50 mm deep and 18 mm thick stone slab table rubbed, edges rounded and polished, 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-in-charge and finished smooth.
1200	Granite Stone of approved shade SUB TOTAL 0.0 VIII WOOD WORK
1201	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.
1202	With Teak wood/ Sissu wood.
1203	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:
1204	35 mm thick including lSl marked Stainless Steel butt hinges with necessary screws
1205	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).
1206	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
1207	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete:
1208	With Teak wood/ Sissu wood - 50 x 20 mm
1209	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.
1210	Extra for using veneered particle board conforming to lS:3097 Grade I, in item of pelmet 18 mm thick 150 mm wide.
1211	Particle board with decorative veneering on both sides
1212	Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
1213	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:
1214	25 mm dia
1215	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.
1216	1.5 mm thick SUB TOTAL 0.0 IX STRUCTURAL STEEL AND ALLIED WORKS
1217	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.
1218	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.
1219	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.
1220	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1221	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).
1222	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, including priming coat of approved steel primer, but excluding the cost of other hings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment)
1223	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.
1224	Fixed to steel windows by welding
1225	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:
1226	4.0 mm thick glass panes
1227	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
1228	Stainless steel (grade 304) wire gauze of 0.5 mm dia. Wire and 1.4 mm aperture on both sides
1229	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.
1230	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.
1231	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.
1232	40 mm thick
1233	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.
1234	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.
1235	Stone Soling, 150 mm
1236	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.
1237	Brick bats
1238	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).
1239	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
1240	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
1241	Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
1242	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
1243	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)
1244	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.
1245	Normal range (For toilets) SUB TOTAL 0.0 XI ROOFING
1246	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 442.005 0.0
1247	Providing and fixing pro-coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per ls:277, in 240 Mpa Steel grade, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self tapping screws complete:
1248	Ridges plain (500-600mm) 0.0
1249	Flashings/ Aprons.( Up to 600 mm) 0.0
1250	Gutter (600 mm over all girth) SUB TOTAL 0.0 XII CEILING WORK
1251	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.
1252	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
1253	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
1254	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
1255	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).
1256	Neat cement punning
1257	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.
1258	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
1259	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
1260	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
1261	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.
1262	Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:
1263	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)
1264	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.
1265	New work (two coats)
1266	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
1267	New work (two or more coats)
1268	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/ steel works
1269	Polyurethane (PU) polishing on woodwork with sprayer including sanding, wood filler complete as directed SUB TOTAL 0.0 XV FENCING, SITE DEVELOPMENT & MISCELLANEOUS WORKS
1270	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.
1271	Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion):
1272	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 374.495 0.0
1273	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 41.93 0.0
1274	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 374.495 0.0
1275	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.
1276	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
1277	Rectangular shape of 453 x 357mm
1278	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.
1279	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.
1280	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.
1281	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 3.0 0.0 SUB TOTAL 0.0 XVI PVC WORK
1282	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
1283	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 of size 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 PVC sheet out Of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both 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.
1284	30 mm thick pre laminated PVC door shutters
1285	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 per direction of Engineer-in-charge
1286	200x19x1.9 mm
1287	Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
1288	125 mm
1289	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:
1290	150 x 10 mm
1291	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.
1292	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 11.0 0.0 SUB TOTAL 0.0 XVII WATER PROOFING
1293	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 29.06 0.0
1294	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 31.0 0.0
1295	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 326.55 0.0
1296	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 218.98 0.0
1297	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
1298	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.
1299	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.
1300	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
1301	Providing and fixing lS:12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:
1302	100 x 60 x 2.5 mm
1303	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
1304	250 x 19 x 1.9 mm Handles
1305	Providing and fixing lsl marked oxidised M.S. handles conforming to ls:4992 with necessary screws etc. complete: 125mm each 280.0 0.0 Locks & latches
1306	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 Door closers, stoppers & tower bolts
1307	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.
1308	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
1309	Twin rubber stopper Window fittings
1310	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 104.0 0.0 Signages (Door mounted)
1311	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
1312	Signages of 300 mm x 200mm size and make and mounted on door / wall, fixed with SS screws including all accessories etc. complete.
1313	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
1314	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of
1315	G.S. Sheet
1316	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
1317	Of area 3 sqm and below
1318	Of area beyond 3 sqm
1319	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead
1320	For thickness of tiles 10 mm to 25 mm
1321	For thickness of tiles above 25 mm and up to 40 mm
1322	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.
1323	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
1324	of sectional area 40 sqcm and above
1325	Of sectional area below 40 sqcm
1326	Extra for dismantling trusses, rafters, purlins etc. Of wood work for every additional span Of one metre or part thereof beyond 10 metros:
1327	of sectional area 40 sqcm and above ( Taken Extra 10 Mtrs)
1328	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)
1329	Structural Retro-fitting and Repair Work
1330	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 1120.0 0.0
1331	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 115.11 0.0
1332	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 46.32 0.0 b Epoxy injection grout in concrcte/ RCC work ol approved make kg 18.0 0.0
1333	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 System
1334	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.
1335	With 4 core 16 sqmm
1336	With 4 core 10 sqmm
1337	With 4 core 6 sqmm
1338	With 3 core 10 sqmm
1339	With 3 core 4 sqmm
1340	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.
1341	With 3.5 core 50 sqmm
1342	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)
1343	New Service Connection Charges to be paid to MeECL Part B: Building Electrification
1344	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
1345	Long point wiring upto 10mts(i) With copper conductor
1346	Medium Point wiring up to 6 mts(i)With copper conductor
1347	Short Point Wiring up to 3 mts(i)With copper conductor
1348	Wiring as in item No.6 above to a Ceiling/ Exhaust Fan Point
1349	Long point wiring upto 10mts(i) With copper conductor
1350	Wiring as in item No.1 complete to a light plug point when fixed Same board
1351	Long point wiring upto 10mts(i) With copper conductor
1352	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
1353	Long point wiring upto 10mts(i) With copper conductor
1354	Medium Point wiring up to 6 mts(i)With copper conductor
1355	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
1356	Long point wiring upto 10mts(i) With copper conductor
1357	Medium Point wiring up to 6 mts(i)With copper conductor
1358	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.
1359	With 2×2.5mm2 Copper Conductor
1360	With 2X4 mm2 Copper Conductor
1361	With 2X6 mm2 Copper Conductor
1362	Drawing 3 phase Main Line 4 wire with DGSD approved VIR PVC cable 660 V grade in casing capping with all necessary accessories
1363	With 4 X 6 sq. mm copper conductor
1364	With 4 X 10 sq. mm copper conductor
1365	Supplying & fixing of Load Kontaket Miniature Circuit Breakers (MCBs)
1366	6 - 32 Amp. SP MCB
1367	40 - 63 Amp. SPN MCB
1368	40 - 63 Amp. TPN MCB
1369	Supplying, fitting & fixing of Load Kontaket Miniature circuit breakers Double Pole (Isolator)
1370	32 Amp DP Isolator
1371	40 Amp DP Isolator
1372	63 Amp DP Isolator
1373	100 Amp DP Isolator
1374	125 Amp DP Isolator
1375	Supplying, fitting and fixing of Residual-current circuit Breaker with Overcurrent protection RCBOs assembled for AC applications upto 63A.
1376	32 Amp
1377	40 Amp
1378	63 Amp
1379	Supplying, fitting and fixing of Moulded case circuit Breaker of the following capacity
1380	4 Poles 16 -63 Amp Capacity
1381	4 Poles 80 -100 Amp Capacity
1382	Supplying, fitting and fixing of SPN / TPN MCB Metal enclosure MCB Distribution box
1383	12 Way
1384	16 Way
1385	20 Way
1386	Supplying, fitting and fixing of SPN / TPN MCB Metal Enclosure Distribution Board
1387	12 Way (8+36) Modules
1388	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.
1389	75mm x 75mm x 60mm deep
1390	150mm x 150mm x 60mm deep
1391	200mm x 300mm x 100mm deep
1392	250mm x 300mm x 100mm deep
1393	Supplying fitting and fixing Batten LED light fitting complete with all accessories for surface or pendant mounting as per Department direction and approved
1394	1 X 22 W
1395	2 X 22 W
1396	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.
1397	18 watt Round
1398	10 watt Bulk head
1399	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.
1400	18 W
1401	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
1402	AC ceiling Fan '1400' mm sweeps
1403	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.
1404	1 x 3 W double sided
1405	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
1406	Medium Duty Exhaust Fan
1407	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
1408	Gong Bell
1409	Ding dong Bell
1410	Remote Bell
1411	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
1412	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
1413	GI Earth Plate Electrode
1414	Supplying and laying of 15mm × 5mm GI/Copper Strip at 0.50mts, below ground.
1415	With 25mm×5mm copper strip
1416	with 25mmx6mm GI strip
1417	with 25mmx3mm GI strip
1418	Supplying, fitting and fixing of copper/Alluminium lightning Arrestor with 5no.s finger at the top & copper base plate at the bottom complete.
1419	With 3 ft high road
1420	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
1421	Supplying fitting and fixing of LAN (Computer Cables)
1422	CAT - 6 unarmoured UTP
1423	SITC of Dome Camera as per site condition complete with all accessories 4MP
1424	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 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. 70W suitable for pole dia 76mm Each 0.0 0.0 Part-C: UPS
1425	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.
1426	5.5 KVA UPS described as above with 60 minute battery Backup Sub Total of Electrical Cost: B 0.0 C. Sanitary & Plumbing Works:
1427	SANITARY WORKS
1428	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
1429	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 6.0 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
1430	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.
1431	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 2.0 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 0.0 Each
1432	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 7.0 0.0 b 10 ltr Capacity - coloured Each 0.0 Each
1433	Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete: a White solid plastic seat with lid Each 7.0 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
1434	Providing and fixing G.I inlet connection for flush pipe connecting with W.C. pan
1435	Providing and ficing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Enginner-in-charge.
1436	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete. 1.8.1 Semirigid pipe a 32mm dia. Each 0.0 b 40mm dia. Each 0.0 1.8.2 Flexibal pipe a 32 mm dia. And 40mm dia. Each 7.0 0.0
1437	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 6.0 0.0 c Oval shape 450x350 mm (outer dimensions) Each 0.0 d Rectangular shape 1500x450 mm Each 0.0
1438	Providing and fixing soil, waste and vent pipes: 1.10.1 100 mm diameter a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0 1.10.2 75 mm diameter: a Sand cast iron S&S pipe as per IS:1729 Rm 0.0 b Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 Rm 0.0
1439	WATER SUPPLY (INTERNAL & EXTERNAL)
1440	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 External work a 15 mm nominal outer diameter pipe MTR 0.0 b 20 mm nominal outer diameter pipes MTR 20.0 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
1441	Providing and fixing brass bib cock of approved quality: a 15 mm nominal bore Each 10.0 0.0 b 20 mm nominal bore Each 0.0
1442	Providing and fixing brass stop cock of approved quality: a 15 mm nominal bore Each 0.0 b 20 mm nominal bore Each 10.0 0.0
1443	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 5.0 0.0 f 65 mm nominal bore Each 0.0 g 80 mm nominal bore Each 0.0
1444	Providing and fixing ball valve (brass) Of approved quality, High or low pressure, with plastic floats complete: a 15 mm nominal bore Each 4.0 0.0 b 20 mm nominal bore Each 4.0 0.0 c 25 mm nominal bore Each 8.0 0.0
1445	Providing and fixing gun metal non-return valve of approved quality (screwed end): 2.6.1 25 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.2 32 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.3 40 mm nominal bore a Horizontal Each 0.0 b Vertical Each 0.0 2.6.4 50 mm nominal bore a Horizontal Each 4.0 0.0 b Vertical Each 5.0 0.0
1446	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 0.0 0.0
1447	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
1448	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.
1449	Providing and fixing C.P. brass bib cock of approved quality conforming to ls:8931 : 15 mm nominal bore Each 10.0 0.0
1450	Providing and fixing C.P. brass angle valve for basin mixer and geyser points Of approved quality conforming to ls:8931 15 mm nominal bore Each 10.0 0.0
1451	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 20.0 0.0
1452	Supplying fitting & fixing complete 100mm Bore Well Submersible Pumps- 3 HP (Water Filled) or similar.
1453	DRAINAGE
1454	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 8.0 0.0 c 180xl50 mm size p type Each 0.0
1455	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 15.0 0.0
1456	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 14.0 0.0
1457	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 7.0 0.0 c Flectangular manhole 120x90 cm with circular cover 560 mm dia. of grade HD - 20 Each 0.0
1458	WATER HARVESTING
1459	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
1460	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.
1461	RRL Hose with male female stainlss steel coupling 19mm swiniging hose reel complete reinforced braided thermoplastic red/black hose each 0.0 0.0
1462	Swinging type hose reel complete with 19mmx30 mtr. Thermolpastic hose Type-II
1463	Hose reel drum
1464	25mm dia gun metal globe valve & nozzle.
1465	450 Ipm at 35m Head
1466	G.I pipe as per IS/1239 ISI Marked C Class (heavy) a 50mm dia G.I Pipe mtr 0.0 0.0 b 80mm dia G.I Pipe mtr 0.0 0.0 c 100mm dia G.I Pipe mtr 0.0 0.0 d 50mm dia Butterfly wall each 0.0 0.0 e 80mm dia Butterfly wall each 0.0 0.0 f 100mm dia Butterfly wall each 0.0 0.0 g 50mm dia Non return valve each 0.0 0.0 h 80mm dia Non return valve each 0.0 0.0 i 100mm dia Non return valve each 0.0 0.0
1467	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.
1468	FIRE EXTINGUISHER a ABC Powder Type 5kgs each 10.0 0.0 b Co2 Type 4.5kgs each 10.0 0.0 Sub Total of Sanitary & Plumbing Cost: C 0.0 D. ENVIRONMENT MANAGEMENT PLAN (Fixes Cost)
1469	Design and Preconstruction Phase
1470	Regulatory Clearances/Permits like Tree Felling Permission and Compensatory Plantation
1471	Regulatory Clearances/Permits like CTE/CTO, Authorization etc., Workman compensation insurance etc.
1472	Contractors Qualified Environment, Health and Safety Expert/s, PMC's and DSC's Qualified Environmental Experts,PIU and PMU level Qualified Environmental Expert
1473	Baseline Monitoring: Ambient Air Quality
1474	Baseline Monitoring: Ambient Noise quality
1475	Baseline Monitoring: Ground Water quality and Drinking Water
1476	Baseline Monitoring: Surface Water quality
1477	Baseline Monitoring: Soil Quality
1478	Shifting of Utility (if applicable)
1479	Construction Phase (1 Year)
1480	Traffic management at worksite (signage, Warning Lights etc.)
1481	Horticulture and Green Area Development
1482	Waste and wastewater management
1483	Monitoring: Ambient Air Quality
1484	Monitoring: Ambient Noise quality
1485	Monitoring: Ground Water quality and Drinking Water
1486	Monitoring: Surface Water quality
1487	Monitoring: Soil Quality
1488	Rainwater Harvesting structures
1489	Noise Barrier near school and residential areas
1490	Restoration of construction site
1491	Water sprinkling during construction
1492	Operation Phase (1year)
1493	Regulatory Clearances/Permits like Fire NoC, etc.
1494	Waste and wastewater management (including installation and management of Septic tank)
1495	Monitoring: Ambient Air Quality
1496	Monitoring: Ambient Noise quality
1497	Monitoring: Ground Water quality and Drinking Water
1498	Monitoring: Surface Water quality (depending on availability)
1499	Monitoring: Soil Quality
1500	EHS audit Annually
1501	Green area maintenance (Monitoring of Survival of trees) : Annually
1502	Others
1503	Implementation of Emergency Preparedness Plan, Grievance Redress Mechanism, Stakeholder Engagement activities, Traffic Management,etc.
1504	Implementation of Corrective Action Plan
1505	Training and Capacity Building
1506	Tree felling Sub total of Enviroment Management Plan Cost: D 0.0 Grand Total of Saipung Govt. Upper Primary School 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

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents
5	Click here to download tender document	Tender Documents
6	Click here to download tender document	Tender Documents

Also Visit

Tenders

Meghalaya Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

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

Top

Tender For Repair And Renovation Of Facilities At Shangpung Govt. Ups, Govt Senior Basic School Mynso In West Jaintia Hills, Sutnga Govt Ups& Saipung Govt Ups In East Jaintia Hills, East Khasi Hills-Meghalaya

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Repair And Renovation Of Facilities At Shangpung Govt. Ups, Govt Senior Basic School Mynso In West Jaintia Hills, Sutnga Govt Ups& Saipung Govt Ups In East Jaintia Hills, East Khasi Hills-Meghalaya

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us