Water Tanks for New Creche Facility Anushaktinagar

Amount

ABSTRACT OF COST

CIVIL

ELECTRICAL

Description of Work / Item(s)

Amount

ABSTRACT FOR PART I : CIVIL WORKS

SUB-STRUCTURE

SUPER-STRUCTURE (STRUCTURAL)

FORM WORK

STEEL REINFORCEMENT WORK

MASONRY WORK

FLOORING WORK

DOORS AND WINDOWS

WATERPROOFING TREATMENT

PLASTERING WORK

PAINTING WORK

MISCELLANEOUS WORK

ROAD WORKS

Description of Work / Item(s)

Amount

PART I: CIVIL

PART I-A : SUB STRUCTURE

In all soil other than soft and hard rock

In soft rock

In hard rock by chiselling or by using machine such as poclain with jack hammer etc.

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3.0m from ground level

Depth exceeding 3.0 m & up to 4.5m from ground level

Depth exceeding 4.5 m & up to 6.0 m from ground level

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3 m from ground level

Depth exceeding 3.0 m & up to 4.5m from ground level

Depth exceeding 4.5 m & up to 6.0 m from ground level

Depth not exceeding 1.5 m from ground level

Depth exceeding 1.5 m & up to 3 m from ground level

Depth exceeding 3.0 m & up to 4.5m from ground level

Depth exceeding 4.5 m & up to 6.0 m from ground level

Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti-termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150 mm. centre to centre etc. complete as per IS 6313 Part-II. (The payment will be made on the basis of plinth area measurement only at ground floor/ stilt area for all stages of operation and vertical face will not be measured for payment) all complete as per specifications, drawings and as directed by the Engineer in charge. Note: a) This item will be executed through approved agency who is a member of Indian Pest Control Association, approved by Central Insecticides Board. b) The contractor shall have to furnish ten years guarantee in the prescribed proforma as per Section-10 (iv) Conditions and clauses of contract-2008, to maintain the anti-termite treated area/ structure free from termite. c) Prior approval of Engineer in Charge shall be obtained after testing the chemical for antitermite to be used and shall be tested in approved laboratory and to be submitted to Engineer in Charge. Cost of testing shall be included in the rates quoted.

Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority approved dumping pits/ dumping area outside colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority. Royalty for transportation, disposal of Rock, spreading etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the directed place / area / ground within colony / inside Anushakti Nagar including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible.

Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.)

Concrete of M10 grade

Concrete of M15 grade

Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Please refer Additional Notes. Below Plinth Level ( In Sub Structure)

Reinforced cement concrete of Grade M-25

Reinforced cement concrete of Grade M-30

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure.

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location For Below Plinth Level (In Sub Structure)

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only.

Brick masonry work using well burnt bricks from approved lot of class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 N/mm2, in cement mortar using ready mix mortar (1.4), to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge.

In sub structure (foundation, plinth, cable pits, trenches, steps)

Providing and laying rubble stone hard core soling of following consolidated thickness in sub base to floor and in plinth protection to required levels and lines with first quality rubble, hand set, well packed including filling the interstices with smaller stone chips of approved quality, supplying & finishing/ blinding the surfaces with approved blinding quality murrum/ stone dust including watering, consolidation etc. complete as per specification drawings & as directed by Engineer in charge. Note: Quoted rates shall include the cost of filling materials of smaller stone chips and murrum/ stone dust etc.

230 mm consolidated thickness

Providing and laying damp proof course 38 mm thick at plinth level in cement concrete 1:2:4 using 10 mm. maximum size and down graded stone aggregate, mixed with approved waterproofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of (grade 80/100) / (VG-10) at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge.

Providing and laying patented box type cement based water proofing treatment from outside, by approved water proofing agency for basement, raft, vertical walls, lift well, trenches and other under ground structures during construction etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the basement raft/pit for water tightness, rectification of defects if any, etc. complete as per specification, drawing and as directed by the Engineer-in-charge as per the following.

Providing waterproofing treatment on horizontal surfaces for base / floor consisting of i) 1st layer shahabad stone (rough stone slab) of approx. size 600x600x20 mm thick of approved quality over a 25 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar mixed with waterproofing compound conforming to IS:2645 in the recommended proportion. Joints shall be sealed and grouted with compound conforming to IS: 2645 in proportions recommended by the manufacturer. ii) 2nd layer of 25mm thick cement mortar 1:4 (1cement : 4 coarse sand) using Ready mix mortar mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8cudm/sqm thoroughly embedded in the 2nd layer.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing shahabad stone of approx size 600x600x20 mm thick of approved quality (rough stone slab) with cement slurry mixed with water proofing compound conformingto IS: 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with waterproofing compound and finishing the exterior stone slab with cement mortar1:4 (1 cement: 4 coarse sand) using Reday mix mortar, 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels, locations including scaffolding and as directed by Engineer-in-charge.

TOTAL OF PART I-A: (Sub Structure)

PART I-B : SUPER- STRUCTURE (STRUCTURAL)

Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Please refer Additional Notes.

Reinforced cement concrete of Grade M-30

Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for super structure.

TOTAL OF PART I-B: (Super Structure - Structural)

PART I-C : FORM WORK

Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location Above Plinth Level (In Super Structure)

Providing, erecting, fixing, in position, striking / removing and cleaning Shuttering & centering, for formwork using ply board to obtain form finished concrete surfaces of F3 finish to ceilings at all floors, heights, levels & locations including single / multiple staging at all floors and locations for all geometrical shapes in plane, curved surfaces of structural / R C C elements including chamfers, splays, keys, wedges, props, rails,bracings, brackets, cutting hole for pipes etc. providing and applying approved form oil to all surfaces of form work coming in contact with concrete and skirting / removal of the same including finishing by filling form-tie-holes, removal of fins, ridges and irregularities by including all materials labour etc complete as per specifications, drawings and directed by Engineer-in-Charge.

TOTAL OF PART I-C: (Form Work)

PART I-D : STEEL REINFORCEMENT WORK

Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

Above Plinth Level (In Super Structure) Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only.

TOTAL OF PART I-D: (Steel Reinforcement Work)

PART I-E : MASONRY WORK Notes: 1) The contractor shall get approved the samples of bricks / AAC block from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. 2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. 3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department. 4) The rate shall include cost of making brick / AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department.

Providing and laying autoclaved aerated cement (AAC) blocks masonry with 115mm/ 150mm/ 230mm / 300 mm thick AAC blocks as per approved manufacturer, using approved block laying polymer modified adhesive mortar in super structure above plinth level at all locations, levels & lead with RCC band at sill level and lintel level, curing, scaffolding etc complete all as per specifications and as directed by Engineer in-Charge. (The RCC band shall have 2 nos. of 8 mm dia reinforcement and concrete of minimum grade M-20 or (1:1.5:3). ( AAC blocks shall be conforming to IS:2185, Part-3, having Grade-I with block of density 551 to 650 Kg/cum). (The payment of reinforcement shall be made seperately under relevant item). The concrete & shuttering for band will not be measured seperately for payment.

TOTAL OF PART I-E: (Masonry Work)

PART I-F : FLOORING WORK Please refer Additional Notes.

Providing and laying 50 mm thick cement concrete hardonite flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including finished smooth to the required line, level & slope, laying in alternate bays and including providing & fixing aluminium dividing strip of size 25X3 mm thickness (for making bays of approx maximum size 2 Sqm area) and including cleaning the surface, curing, ramming, consolidation, pigment etc complete all as per specifications and as directed by EIC.

Providing Cement plaster 20 mm thick in skirting with using Cement mortar (1.4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge.

Providing & fixing in flooring chequered precast cement concrete tiles of specified size & thickness of approved make, shade, colour, pattern, design including providing & laying 20 mm thick bedding cement mortar of 1:4 using ready mix mortar (as specified) and including all wastage, labour, material, finishing, curing, maintaiong line, level etc complete all as per specifications and as directed by the Engineer-in-charge.

Using Chequered Tiles of Size 400X400X35 mm thick, conforming to IS:13801, using ready mix Cement Mortar (1:4)

TOTAL OF PART I-F: (Flooring Work)

PART I-G : DOORS AND WINDOWS Please refer Additional Notes.

Providing & fixing in position single/double leaves folding type galvanised pressed steel box type 2 hrs fire rated door shutter with pressed steel door frame of profile 145x60mm with 1.6mm thick GI sheet & fill the frame with CC 1:2:4 for electrical/ telephone shaft / panel room etc. at all floor and location of sizes as mentioned below consisting of 40x40x4mm GI heavy duty square pipes for shutter frame with two middle stiffeners, welded with 16 gauze GI sheets, both side of square pipes, sheet and square pipes shall be galvanising coating (Class -VIII of zinc coating), 120 gm/sqm as per IS:2629 latest, M.S. sheet manufactured by M/s Sail / Lloyds / Jindal fixing the frame to floor/ceiling, vertical members fixed to wall with threaded sleeves of standard quality at 600mm centre to centre including providing 16 Gauge G.I sheet, 80mm wide to vertical stiffner at centre to the full height for each shutter bent to proper shape and providing 18G. G.I sheet louvers at top and bottom with G.I wire mesh (as per drawing) including providing necessary locking arrangement, 150 mm long MS handles, 250 mm long MS aldrops,4 nos. detachable type premium hinges for each shutter (with removable type pin pivots), 300mm long MS tower bolts including cost of all materials, labour, drilling cutting, fabricating, welding, fixing fasteners, bolts, nuts, washers etc. including wastages, chasing the brick/ RCC surfaces if required and making good the same to match with surrounding finishing, grouting the fasteners sleeves/hold fast in CC 1:2:4 to fix the frame over brick wall or suitable anchor fastner in case of concrete surfaces etc. and painting all the exposed surfaces of frame and shutter with two coats of synthetic enamel paint of approved make and colour over a coat of approved yellow zinc chromate primer overa coat of "etch" primer for all surfaces all as per specification, drawings and as directed by the Engineer in charge.

Steel door with frame of size as per drawing, with single/ two equal leaves shutters with or without louvers including providing necessary fire rated door test certificates, Form-A etc. as per MCGM/Statutory Authorities & providing fire resistant certification (Manufacturing & Installation) as required by local Fire Statutory authority. Notes : a) Manufacturer shall submit 6 copies of shop drawing showing the dimension details of fabrication etc. for the approval of Engineer in charge. b) All the shutters and door frame should be detachable from the assembly whenever required and the entire door unit will be flush with the finished wall. c) Quoted rate shall be inclusive of all necessary fittings and fixtures as shown in drawings as per manufacturer's requirement. d) The door frame (pressed steel door frame) shall be paid under relevant item e) Quoted rate shall be applicable for all type of shutter including addition / alteration, if any f) The cost towards cutting/ chasing brick/concrete surfaces etc. and making good the same while fixing shall be included in quoted rate.

Providing and fixing in position, Gear Type operated by mechnically winding handle, Steel Rolling Shutters of approved make, made from M.S.laths 18 G, 3" (75 mm) size interlocked together throughout entire length and jointed together at the end by end locks mounted on specially desogned pipes shaft with brackets as per IS standards including all necessary fixtures and fittings, top hood (0.90 mm thick), brackets, guide channels, side guides, ceiling strips, inside & outside locking arrangement and painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint, fixing in position in masonry/concrete with necessary coach screws, nuts, bolts etc. making good the masonry/concrete complete all as per specifications and as directed by the Engineer-in-Charge. (Note:- The measurement for Rolling shutters will be as per structural openings. Hood etc will not be measured separately.)

Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 / 3 rollers with ball bearings for sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing,which will be paid separately. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. ) Please refer Additional Notes.

Using integrated anodised (of approved colour & Shade) having glossy/matt finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section.

Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

5 mm thick clear float glass

TOTAL OF PART I-G: (Doors & Windows)

PART I-H : WATERPROOFING TREATMENT Notes:- i) The contractor shall get written approval from the Engineer in Charge, for the water proofing agency engaged and shall submit the specification of the waterproofing before commencement of work. ii) The contractor shall test the surface where water proofing treatment provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab iii) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per relevant section of Conditions and Clauses of Contract for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for (5/10) years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification within a week's time from the date of intimation about such leakages/defects. iv) The Contractor shall keep the water tank filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the water tank be kept empty. Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over the flats, if found necessary by the Engineer in Charge.

Providing and laying integral cement based waterproofing treatment of the agency approved by department, including preparation of surface as required for treatment of roofs, terraces etc mixing with waterproofing compound as per IS:2645, with average thickness of 115mm and minimum thickness at drain point as 65 mm. Following works are included in above item (i) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound over the RCC slab including cleaning the surface before treatment. (ii) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand) using Ready mix mortar (as specified) admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (iii) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. (iv) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) using Ready mix mortar (as specified) admixed with proprietary water proofing compound and finally finishing the surface (to receive the China Mosaic waterproofing treatment / with trowel with neat cement slurry and marking pattern of 300X300 mm square 3 mm deep) (v) 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.

Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm for effective slope wherever required etc complete all as per specifications and as directed by Engineer-in-Charge.

Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls with cement and approved water proofing compound solution to fill up all inherent holes, voids, honey combs etc in concrete as per 'Injection & Surface' method of the agency approved by the department using cement based waterproofing treatment of 50 mm and 25 mm thick for the floor and walls respectively, of the overhead water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, finishing smooth, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc complete as per specifications & as directed by the Engineer in charge. (Note:- The measurement for payment shall be actual area covered by treatment.).

TOTAL OF PART I-H: (Water proffing Treatment)

PART I-I : PLASTERING WORK a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams.

Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

15 mm thick Using ready mix cement mortar having Cement : Sand (1:4)

Providing water proof plastering work of thickness as mentioned below, in using cement sand mortar (1:4) using ready mix cement mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. (inside trench/nalla/pit / storm water drains etc.)

20 mm thick Using ready mix cement mortar having Cement : Sand (1:4)

Sand faced plastering work using cement sand mortar (1:4) or using ready mix cement mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. (Using ready mix cement mortar having Cement : Sand (1:4)

Providing & fixing in position GI chicken wire mesh / plaster mesh (Hexagonal shape) of 12 mm size hole, made out of galvanised wire of nominal thickness 22 Gauge with zinc coating with necessary "U" hooks, clips or nails at all floors, levels & locations, wherever required to prevent development of cracks in plaster surfaces (Wall-beams joint, Wall-column joint, electrical chasing work, opening of door window to prevent diagonal cracks and other similar loactions to prevent development of cracks in plaster surface) including cutting, fixing, wastage etc complete all as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment)

Providing vatas 150 x 150 mm at junction of walls and chajjas canopies etc. with cement mortar 1:4 using Ready Mix Mortar (RMM) (as specified) of approved maufacturer to match surrounding plaster to the required profile including adding water proofing compound @2% by weight of cement or as per manufacturers specification, scaffolding‚ curing etc. complete as per specifications and drawings and as directed by the Engineer-in-charge.

TOTAL OF PART I-I: (Plastering Work)

PART I-J : PAINTING

Providing and applying 1.5 mm thick white cement based wall care putty in two coats of approved make, at all floors, levels and locations, over plastered surfaces finished smooth to correct line, level, plane, plumb etc., including preparing the surfaces, scaffolding smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-charge.

Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre)

On New Surfaces

Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

Over Sand faced plaster and RCC Jalli .

Providing & applying LUMINOUS/LUMINESCENT paint to mark fire exits, walk ways etc. including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge

TOTAL OF PART I-J: (Painting)

PART I-K: - MISCELLANEOUS WORKS

Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete including scaffolding as per specifications, drawings and as directed by the Engineer in charge. Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

Using structural steel sections of specified grade (YSt 240 / 310)

Supplying and fixing in position various dia GI pipe for sleeves, railing, ladder at terrace for over head water tank, using 'B' class (medium duty) GI pipes of any diameter as per requirement and as per drawing for verticals and steps/ Railing/ spout/ sleeves etc. including cutting, bending, welded properly in line and level to the verticals, providing necessary bracings, hold fasts etc. at all levels and anchoring the ladder/ railing with necessary brackets fixed in cement concrete 1:2:4, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.

Supplying, applying and placing swellable type water stop tape of size 19 mm x 25 mm thick of expansive nature for construction joints treatment of RCC structures such as raft slab, retaining walls, walls of water tank & at junction of raft slab with the reatianing wall including cleaning the construction joints of loose mortar and dust, applying primer @ as per manufacturer specification, unroll the water bar slowly and carefully on the joint without pulling and stretching it too much after the primer dries a little and became sticky and tying with the reinforcement bars as directed all complete as per manufacturer's specification and as directed by Engineer-in-Charge.

Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge.

Brick masonry work in cement mortar including cement mortar plastering / pointing work

Stone masonry work in cement mortar including cement mortar plastering / pointing work

Plain Cement Concrete (PCC)

Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars by cutter, gas welding etc

Providing and fixing in position at all levels & loactions, G. I. Chain link fencing of gauge and mesh size as specified inluding cutting, wastage, fixing in position and including providing & fixing 6 mm dia MS fixing rod, GI J hooks, bolts, nuts, washer including two coats of approved make & shade synthetic enamel paint over one coat of steel primer, labour, material, scaffolding, T&P etc. complete all as per specification & as directed by the Engineer- in- Charge.

GI Chain link of size 50 X 50 mm, made using GI wire of 10 Guage

Anchoring reinforcement bar into RCC slab, beam, column, which consists of carefully drilling hole in R.C.C. member with Tungusten bit cleaning the drilled hole with blower, injecting Hilti Chemical grout (Hilti-RE-500) or approved equivalent & placing of re-bar etc complete all as per drawing, specifications and as directed by Engineer-in-Charge. (Note:- Reinforcement bar will be paid under relevant item)

Anchoring 12 mm dia reinforcement bar, drilling hole of 16 mm dia, having embedded depth upto 200 mm.

Anchoring 16 mm dia reinforcement bar, drilling hole of 20 mm dia, having embedded depth upto 200 mm

Anchoring 20 mm dia reinforcement bar, drilling hole of 25 mm dia, having embedded depth upto 200 mm

Providing and fixing Duraboard HD 100 filler board of M/s. Supreme Industries Ltd. of specified thickness and width as shown in the drawing, for expansion joint at all floors and locations in RCC columns,beams , slab, brackets etc. including cutting, laying in position in line, level and plumb etc. as per manufacturers specifications including cost of all materials, labour, scaffolding etc. complete all as per specifications, drawings and as directed by the Engineer- in- Charge.

25 mm thick

Providing and applying polysulphide sealing compound of size, as specified of approved make for the edges of Duraboard including scaffolding, labour, wastage etc. allcomplete as per manufacturer' s specification and as directed by the Engineer in Charge.

Size upto 25 mm x 15 mm.

Providing copper metal cradle of suitable width [approximate 450mm] for expansion joint at floor level bent to shape, cutting, screwing, over lapping etc., filled up with Bitumen filler including placing 20 mm thick Kotah stone/18mm granite stone laid over a coat of Hot Bitumen for entire length along the joint, to match the floor finish, fixing aluminium flats/ angles/ sheets (to be paid under relevant items) at bottom to cover the joint, cut to required size and shape etc. including cutting, positioning, supporting, wastages, filling with approved polysulphide, sealing compound, chipping the old concrete surface etc., including all tools and plants at all levels & location all as specification and as directed by the Engineer in charge. Note:- a) Granite/Kotah stone is to be measured under relevant items. b) Polysulphide sealing compound shall be measured under relevant item. c) Fixing aluminium flats/ angles/ sheets shall be measured under relevant item.

Providing & fixing in position anodised (Transparent or dyed to required shade, Minimum anodic coating of 15 micron) Aluminium flats / angles/ tees / plates (200mm wide & 5mm thick sheets) / foils etc of required size & pattern to cover the expansion joint in walls, floors, ceilings and columns etc including drilling holes, chasing the surface wherever required, fixing with wooden gutties, rawl plugs and C.P. brass screws, making oval shaped slot in aluminium on one side, fixing stainless steel washers, making good the concrete/ Brick surface, scaffolding etc, complete as per drawing, specification and as directed by the Engineer in charge.

Cutting and felling trees of girth as specified below (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials at directed place etc complete as per specifications and as directed by the Engineer-in-charge

Girth up to and including 120 cm girth.

Girth beyond 120 cm girth

Transplantation of trees with in a distance of 2 km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Girth of tree shall be measured at a height of 1m above ground level.)

Girth up to and including 120 cm girth.

Girth beyond 120 cm girth

Providing & laying in trenches centrifugally cast Ductile (spun) iron pressure pipes of 100-200mm dia for water supply Class K-9 of approved make conforming to IS:8329 external zinc bitumen coated & internal cement mortar lined with ISI mark, including keeping them in position to correct alignment & levels, laying (IS1228) jointing with rubber gasket of SBR as per IS 5382 and /or IS 12820 with ISI mark, cutting to waste of pipes wherever necessary, jointing with the existing pumping line, testing the pipes after making necessary joints to appropriate hydraulic pressure 10kg/sqcm with minimum duration of testing for two hours with clean & potable water as per specifications. Note :- The colour of pipe line should not be black , it should be different like Blue colour pipes for Flushing line and Green colour pipes for Gardening or any colour as directed by EIC.

100mm dia

200mm dia

Removal & Relaying of already laid centrifugally cast Ductile (spun) iron pressure pipes of 100-200mm dia and laying of the old pipe for water supply Class K-9 of approved make conforming to IS:8329 external zinc bitumen coated & internal cement mortar lined with ISI mark, including keeping them in position to correct alignment & levels, laying (IS1228) jointing with rubber gasket of SBR as per IS 5382 and /or IS 12820 with ISI mark, cutting to waste of pipes wherever necessary, jointing with the existing pumping line, testing the pipes after making necessary joints to appropriate hydraulic pressure 10kg/sqcm with minimum duration of testing for two hours with clean & potable water as per specifications. Note :- The colour of pipe line should not be black , it should be different like Blue colour pipes for Flushing line and Green colour pipes for Gardening or any colour as directed by EIC. 100-200mm dia

Providing, laying, jointing & fixing DI conforming to IS:9523, external zinc bitumen coated & internal cement mortar mechanical, flanged, and /or push-on type fittings/specials, K-12 class of approved make like tees, bends, collars, reducers, enlargers of all sockets. socket & spigot or double end flanged etc with sealing rubber gasket of SBR conforming to IS: 5382 and or IS:12820 with ISI mark, cast/ductile iron follower gland. MS nut bolts coated or otherwise protected from rusting, suitable for D.I. pressure pipes for water supply to correct alignment and levels including jointing the specials to pipe line & testing the specials to approriate hydraulic pressure alongwith the pipe line with clean & potable water as per specifications. Note: The pipe line shall be measured along the centre line duly deducting the outer to outer length of the specials. The above cost includes 'push-on joints with gaskets.

Dismantling of existing valve chamber & shifting of CI/DI control valves with construction of new valve chamber of size 1.0M x 1.0M and up to 1.0M depth made Brick masonry using well burnt brick from approved lot of class designation 3.5 in C.M 1:4, internal plastering with C.M 1:3 of 15mm thick and external plastering with C.M 1:3 of 20mm thick including PCC of 150mm thick CC 1:2:4 in foundation & coping (bedblock for cover), refixing of old cover etc. all as per specification and as directed by EIC.

Rereouting of exisitng Electrical Al cable in ground , sand bedding, laying of baked bricks on side & top-, temporary reinstatement, back filling, dewatering, consolidation, disposal of excess earth within the radius of 100 m and making good to the original finish etc providing Al cable tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C

3.5C x 180 sq.mm

3.5C x 50 sq.mm

4Cx16 sq.mm

4Cx16 sq.mm

3C x 2.5 sq.mm

Diversion of Existing OFC cable

Supply & installation Optical Fiber cable 24 Core outdoor straight Joints

Relaying of 24C cable(Cable will be provided by department)

TOTAL OF PART I-K: - (Miscellaneous Works)

PART I-L: - ROAD WORKS

Proof rolling with 8/10 tonne power roller over Sub-Grade of the road to achieve proper consolidation including watering etc complete all as per specifications, drawings and as directed by the Engineer-in-Charge.

With earth available from excavations at site within a lead of 1 Km.

Providing and applying 2.50 mm thick marking strips (retro-reflective) of approved shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surfaces including cost of materials, labour, Tools and plants, cleaning the surfaces of all dirt seals, oil, grease and foreign materials etc. all complete as per specification, drawings and as directed by the Engineer in charge.

Construction of granular sub - base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specifications 401. (The material of the GSB layer confirming Table 400.1 shall be spread in layers of uniform thickness of 200 mm compacted thickness).

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam as per (MoRTH grade TABLE 400-1. GRADING FOR CLOSE-GRADED GRANULAR SUB- BASE MATERIALS compacted layer shall not be less than 75mm and shall not be more than 200mm) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc by mechanical means at all leads & lifts all as directed by EIC and per MORTH Specifications, clause 406.

Providing and laying Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP / DMP 60-90 TPH capacity / 80 - 100 TPH Capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects, with VG30 grade bitumen etc as per drawings as directed by EIC

Providing and laying semi dense bituminous concrete 25mm thick using crushed stone aggregates of specified grading, premix with bituminous binder at 4.5 to 5% of mix and filler, transporting the hot mix to work site laying with paver finisher with electronic sensor to the required grade, level and alignment and rolling with smooth, vibratory and tandem rollers to achieve the desired compaction and density as per MORTH specifications clause no. 500.8 complete in all respects as per MORTH specifications 508. with VG10 grade bitumen as per drawings as directed by EIC

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503.

Tack Coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom etc. complete as per specifications MORTH specification no. 503

Providing and fixing factory made precast kerb stone of cement concrete minimum M-25 grade, of size 125 mm wide and 375 mm deep curved at inner edge of 25 mm radius, having length 500 to 600 mm / or size as directed by EIC / as per IS:5758 including necessary form work, compaction, finishing, curing, fixing with CM 1:3 (using reday mix mortar, as specified), jointing and pointing in cement mortar 1:3 (using reday mix mortar, as specified) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour synthetic enamel paint two coat over a coat of primer etc. complete all as per specification and as directed by the Engineer- in- Charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and fixing precast water table, of approved make and splay or flush type made of cement concrete of grade M-40 (using graded stone aggregate of 20 mm thick max. size) of approx. size 500 X 325 mm and 100 mm thick (or of size as directed / as specified), including necessary form work, consolidation, finishing. curing, fixing with ready mix mortar (having CM 1:3) as specified , jointing and pointing in ready mix mortar (having CM 1:3) as specified etc. complete as per specifications and as directed by Engineer-in-Charge.

Providing and fixing 80 mm thick (min.) factory made interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-40 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

Using reflective (Smooth finish) interlocking paver blocks

TOTAL OF PART I-L: - (Road Works)

Description of Work / Item(s)

Amount

ABSTRACT FOR PART II : PH WORKS

SANITARYWARES & C.P APPURTENANCES.

INTERNAL WATER SUPPLY SYSTEM

INTERNAL DRAINAGE SYSTEM

Description of Work / Item(s)

Amount

PART II: PUBLIC HEALTH ENGINEERING WORKS

PART II-A - Sanitarywares & C.P Appurtenances.

Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge

Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No. 10096+11038 "Studio" model or Cera Cat. No. S2040112+S2090120 "CONCORD" model or Parryware Cat. No. C0460+C0316+C8302 "Flair" model, counter model.

Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete.

450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make.

Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification.

C.P. brass Pillar Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5011N or approved equivalent make

C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5053N or approved equivalent make

C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make

C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make

TOTAL OF PART II-A - Sanitarywares & C.P Appurtenances.

PART II-B- Internal Water Supply System

Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Supplying & providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/ specials shall be of same brand. Please refer Additional Notes.

20 mm(¾") n.size (SDR-11 as per IS:15778)

25 mm (1") n.size (SDR-11 as per IS:15778)

Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain/ and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete. iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. v) CPVC pipes and fittings/ specials shall be of same brand. Please refer Additional Notes.

50 mm (2") n.size (SDR-11 as per IS:15778)

Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank.

100 mm size

Supplying & fixing following Stainless Steel (grade 316) spool pieces of required diameter having flange on one/ both end with flange holes in flanges for fixing with nut & bolts (OR) with screwed ends on both/ one end as per site requirement and as directed by the Engineer in charge, having 450 mm/ required length, providing 3D x 3D (where D is the outer diameter of pipe) and 4 mm thick stainless steel puddle plate (minimum size 150mmx 150mm) welded to it including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall/ slab at required level, height etc including cutting the form work provided for casting concrete etc., complete all as per specifications and as directed by Engineer-in-Charge. Note:- Actual weight of spool piece only will be measured for payment and no payment will be made for any wastages.

25 mm to 600 mm dia

Providing GRP / FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 300 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC. Note: OHT manhole cover shall be approved by local authority like BMC

600 mm dia.

TOTAL OF PART II-B - Internal Water Supply System.

PART II-C: Internal Drainage System

Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations.

viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc x) Dewatering the pit/ trenches if necessary till completion of work xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items

For Soil & waste, Vent and Rain water pipe lines 110 mm dia.

Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, cement mortar etc. complete all as per specification and as directed by the Engineer-in-charge. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing uPVC reducer for connecting to 110 mm dia pipe.

450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160mm dia HDPE pipe including 160 x 110 dia reducer.

Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome to be placed on it, including the cost of fixing material etc. all complete as specified and as directed by the E.I.C.

Half Spherical Dome having opening 5 to 10 mm of 160 mm ID

Providing, jointing and fixing 'RAINY' online Filters, model as below on roof rain water downtake pipeline at suitable location including fixing the Filter Unit on the wall using suitable anchor bolts, brackets, nuts etc. as per manufacturer's requirement, testing etc. all complete. The cost shall include all accessories, specials etc. to commission the Filter. Item also includes Providing and Fixing 110mm dia uPVC Ball valve (white, off-white or grey colour, agri class) of Approved make suitable for pipe pressure class of approved make with material and labour, making water proof joints, including cost of jointing material and uPVC specials if required & testing the joints. etc. complete as per directions of engineer-in-charge.

Rainy FL-300 with 110mm PN10 uPVC ball valve, connecting uPVC pipe piece & reducers/enlarger

TOTAL OF PART II-C - Internal Drainage System.

Description of Work / Item(s)

Amount

PART III: RAIN WATER HARVESTING WORKS

Boring/Drilling bore well of required dia. for casing / strainer pipe by suitable method prescribed in IS: 2800 (Part-1), including collecting soil samples from different strata, preparing & submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per the direction of Engineer- in- Charge, Upto 30 mtr. depth below ground level.

All types of soil, 300 mm dia

Rocky strata including boulders, 300 mm dia

Providing, fixing, laying, jointing & testing below the ground / above ground UPVC socketed pipes for solvent cement joint / plain ended CLASS 5 pipes as per IS:4985 including suitable heavy fittings like elbows, collars, tees, unions, couplings, reducers, bends, enlargers, Coupler, End Cap, F.T.A., M.T.A., Reducer, Adapter and all other fittings required for the completion of laying and jointing as per IS 7634, testing pipelines with fittings with clean water and rectifying the leaks if found, cutting the pipes to the size, threading as required, jointing of pipes and fittings to be carried out using Hold-ties, Teflon tape, PVC clamps, wooden gutties, SS screws, cement, solvent cement etc. required for the completion of the work and all as per specifications, drawings and direction of the Engineer-in-charge.

normal 110 mm dia class 5 perforated pipe

Gravel packing in tube well construction ( Around casing pipe ) in accordance with IS:4097, including providing gravel fine/medium/course, in required grading & sizes as per actual requirement, all complete as per direction of EIC.

Providing & fixing suitable size removable cap on top of bore well Housing / casing pipe as per requirement, all complete of bore well

100 mm dia.

Providing & fixing MS clamp of required size on top of casing / Housing pipe of Bore well as per IS:2800, (Part-1), including necessary bolts, nuts etc. all complete.

100 mm dia.

Providing & fixing bail /bottom plug/End cap of required size to the bottom of pipe assembly of Bore well as per IS:2800 (Part 1) all complete.

100 mm dia.

Providing and fixing recharge well screen (two cylindrical V-wire screens fitted concentric to each other. Annular spaces filled with graded gravel) assembly of M/s Apollo screens or equivalent approved manufacturers, including hardware and labourer as per drawing and specified by E I C.

size of screen 8"-16" 1.00 m length(material SS 304)

Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item.

160 mm DN (SN 8kN/m²-SDR34)

200 mm DN (SN 8kN/m²-SDR34)

NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel. ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge.

NOTE: i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. ii) Additional depth of chamber will be measured in cm and paid as per actual depth.

Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm.

Extra over above item no. 26.9.1 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed.

Providing and fixing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of approved brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete.

Providing & fixing precast approved brand FRP/GRP Composite Manhole covers as approved by Competant athority / E.I.C tested as per IS:1726, including cost of necessary hardware, 1:2:4 grade concrete for fixing frame, bed block (bearing course) and capping including necessary form work and CM 1:2 mortar for fixing the frame & for plastering exposed surfaces of concrete bed block (bearing course) and capping finished smooth with floating coat of neat cement etc., complete as per specifications, drawings and as directed by the E.I.C. Note: Shade and Colour and design pattern to be get approved from Engineer-in-Charge.

Rectangular Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover size 900 x 600mm

Circular Heavy duty (Grade HD - 20 designation as per IS:1726/ C-250 as per EN124 or higher loading class) frame and cover clear internal dia. 600mm

TOTAL OF PART III: RWH WORKS

Description of Work / Item(s)

Amount

ABSTRACT FOR PART IV : ELECTRICAL WORKS

READYMADE DISTRIBUTION BOARD

POINT WIRING AND SUBMAIN WIRING

LT CABLES AND END JOINTS

MAINTENANCE FREE EARTHING SYSTEM

LIGHTNING PROTECTION SYSTEM

LED LUMINAIR ,CEILING FAN, EXHAUST FAN etc

MISCELLANEOUS ITEMS

CIVIL WORKS

Description of Work / Item(s)

Amount

PART IV : ELECTRICAL WORKS

Section-I: Readymade Distribution Board :

Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCB isolators , MCBs, earth leakage circuit breaker (ELCB) etc including interconnections with appropriate capacity size of PVC insulated copper conductor wires (ISI marked),suitable for concealed mounting /wall mounting with MS frame work of 40 x 40 x 5 mm MS angle iron, with M.S. enclosure fabricated out of min 18 SWG /20SWG thick M.S. CRCA sheet as per manufacturers standard, with concealed hinged door, locking arrangement etc. including earthing clamps for both incoming & outgoing circuits, interconnections, per phase isolation kit as required,cable end box & wire way box if required, continuous copper earth wire in the wire way box with single/duplicate brass earthing terminals, danger board, name plate, flexible earthing for the door, metal treatment & powder coated painting, Phase Distribution drawing etc. all as per drawings (G.A. & fabrication drawing to be got approved), etc. relevant IS & instruction of Engineer-in-charge. Note:1.MCBs (Type –D) shall be minimum 10 KA breaking capacity, as specified. 2. Blanking Plates shall be included in scope of work. 3. DB shall be of standard readymade type from approved manufacturers as indicated in preferred makes of material.

ETPN DB : EPDB-1 a) 63 A, TP MCB - 1 No. b) 63A DP ELCB with 30mA sensitivity -- 3 nos c) 6-32A SP MCB(D-type) -- 18 nos d) 8 way brass neutral link -- 4 set

SPDB with acrylic door :Security lighting a) 16 A, DP MCB - 1 No. b) 16A 240V, 50Hz, 2 output digital astronomical time switch ---1 no

TOTAL COST OF READYMADE DB WORKS

Section-II: Point wiring and Submain wiring

Point wiring in PVC (HMS variety) conduits : Point wiring for light/ceiing fan/6A/ 16A/ socket outlet /6A outlet for exhaust fan , bell point etc. with 1.1 KV grade FRLS PVC insulated multistranded copper conductor wire(ISI marked), in existing floor raceway/ 25 to 40 mm dia High mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 0.9 mm G.I. Saddles, ready made MS switchboxes & socket outlet boxes of nominal 1.2 mm thickness , brass earthing stud 1/2 nos, controlling modular switches, sockets with moulded front plate and inner plate etc. including appropriate size of FRLS PVC insulated copper earth wire , brass/bakelite (straight / angular) lamp holders, 3 plate ceiling rose,6 A, connectors, painting etc. as per specifications and drawings and as per instructions of E-I-C and as detailed below : (sample switch Box etc. to be got approved before fabrication) Please refer Additional Notes.

Primary Light point with 2 nos. 1.5 sq.mm wires & 1 No. 2.5 sqmm earth wire with 6A switch

On DG power supply

Secondary light point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to above item 1.1

On DG power supply

3 nos.6A/10A/13A socket points with 2 nos of 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires, looping with 1.5 sqmm + 2.5 sqmm wires (for earth) & independent 13A switches.

On DG power supply

16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box

On DG power supply

6A socket point with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch on switchboard.

Point wiring for single phase exhaust fan/ suction fan (380mm dia) with 2.5 sq.mm phase wires & 2.5 sqmm earth wire & with ceiling rose near exhaust fan & controlling 16 A , 240 V SP switch on nearest switchboard for pump house and DG room

6A socket point on the ceiling with 2 nos of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & directly controlled from DB (For emergency lights on battery backup)

Submain Wiring : Supply, installation testing & commissioning of 1100 V FRLS grade PVC insulated multistranded aluminium conductor wires of the following sizes with necessary leads at both sides in 25mm/ 32mm/40mm dia PVC(HMS) or MS conduit concealed in wall/beam/ slab/column or on surface of wall/beam/slab/ column on 5 mm thick G.I spacer and 20 SWG GI saddle, MS pull out boxes , junction boxes of suitable sizes as per site requirement, from MDB to individual DB including connection with copper lugs etc as per specifications and as per the instruction of Engineer-in-charge. Note: 1. Connections shall be done with crimped type tinned copper lugs. 2. All embeded conduit junction boxes/pull boxes shall be covered by 18 SWG thick M S sheet covers painted white projecting atleast 5 mm around finished opening fixed to box with CSK machine screws.

4 nos. of 6 sq.mm & 1 no. of 4 sq mm copper wire in 40 mm dia PVC (HMS variety) or MS conduit with necessary pull out boxes, junction boxes etc including end temination at both the ends with additional loop wire of 0.5 m length at either ends.

2 nos. of 4 sq.mm & 1 no. of 2.5 sq mm copper wire in 40 mm dia PVC (HMS variety) or MS conduit with necessary pull out boxes, junction boxes etc including end temination at both the ends with additional loop wire of 0.5 m length at either ends.

TOTAL COST OF POINT WIRING AND SUBMAIN WIRING WORKS

Section - III: LT CABLES & END JOINTS :

L.T Cables: Supply, installation, testing & commissioning of 1.1 KV grade aluminium/ Cu stranded circular/ sector shape core conductor with XLPE insulation, extruded PVC inner sheathed, G.I flat strip/wire armoured, extruded FRLS grade antirodent & anti termite PVC (ST-2)outer sheathed cable conforming to IS : 1554 Part I / IS 7098 Part-I with latest amendments, fixed on wall/column/slab/false ceiling / existing cable tray /existing hume pipe/trench/ shaft/pit/ on 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles or in ground , sand bedding, laying of baked bricks on side & top-, temporary reinstatement, back filling, dewatering, consolidation, disposal of excess earth within the radius of 500 m and making good to the original finish etc providing Al cable tag as per enclosed detailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. NOTE: 1) Sealing of hume pipes with wooden bushes after cable laying shall be included in the scope of work. 2) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

4C x 16 Sq.mm Al. conductor cable

On wall/ slab/ column/false ceiling/existing cable tray/existing hume pipe/trench/shaft/pit etc

3C x 2.5 Sq.mm Cu. conductor cable

On wall/ slab/ column/false ceiling/existing cabletray/existing hume pipe/trench/shaft/pit etc

LT Cables End Joints End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket,double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

4C x 16 Sq.mm Al. conductor cable

3C x 2.5 Sq.mm Cu. conductor cable

TOTAL OF LT CABLE WORKS

Section -IV : MAINTENANCE FREE EARTHING SYSTEM :

Supply,installation,testing & commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C. NOTE: 1) Measurement of resistance of earthing grid must be carried out as per instructions of EIC.

Providing and making earth station comprising of 17 mm dia 3m long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, UL listed, filling bore with suitable earth enhancement compound as per IEC 62561-7 & manufacturer's standard, surrounding the earth electrode complete with all required materials & instructions of EIC. Note: The scope includes :- 1) Installation of earth rods including making pit/ drilling 150 mm dia, 3m deep bore holes in normal soil/ hard rock as permanufacturer's recommendations & design. 2) Exothermic welding of joints between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips, used for interconnection of earth electrodes. 3) Each earth electrode shall be provided with poly plastic inspection chamber with cover as per OEM standard.

Supply & installation of 50 x 6mm & 150 mm long heavily hot dipped GI equipotential bar inside existing concrete chamber (600 x 600 x 600 mm) as per instructions of EIC. (For housing equipment Earthing Equipotential bar and LPS bar) Note: 1) The date of testing and earth resistance value shall be written on the cover with black base with yellow paint. 2) The concrete chamber shall be measured under relevant items of RCC work of civil section & MS hinged cover under MS fabrications item of relevant section

G.I / tinned Cu earth wire/earth strip fixed on wall/side of trench/slab /column /beam/ shaft connection to panel/DBs/SFU's etc. with 5mm thick G.I. Spacers & 2mm thick G.I. Saddle or in ground at 500 mm below with earth enhancing material surrounding the strip, including excavation in ground, refilling & removal of excess earth within a radius of 500 m, temporary instatement & back filling of trench, consolidation, painting with two coats of black bituminous paint for earth wire/ strip in ground & green enamel paint for earth wire /strip on surface etc. NOTE: 1) Excavation of earth shall be measured under relevant item. of Civil Section.

50 X 6 mm GI strip

25 X 6 mm GI strip

8 SWG tinned Cu earth wire

TOTAL COST OF EARTHING WORKS

Section -V:LIGHTNING PROTECTION SYSTEM

Lightning Protection System :

Supply, installation, testing & commissioning of test link box consisting of 37 X 6 mm, heavily hot dipped GI test link, 25 X 8mm GI nut bolts & washers, suitable enclosure made of 2mm thick MS CRCA sheet with GI fixing screws/anchor fasteners etc., complete all as per STD drawing CSG/EM/STD -26 , specifications and as per the instructions of Engineer-in-charge.

Supply, installation, testing & commissioning of 25 x 6 mm heavily hot dipped GI earth strip for roofs and down conductors fixed on roof/wall/slab/ column with 5mm.thick GI spacers fixed with no. 10 GI wood screws & 2 mm thick GI saddles with GI machine screws, interconnection of earth strip with welded joints and GI nut bolts & washer painting with two coats of metallic paint, etc. instructions of Engineer-in-charge.

Supply, installation, testing & commissioning 37 X 6mm heavily hot dipped GI earth strip for ground conductors fixed with no.10 GI wood screws & 1-2 mm thick GI saddles with G.I machine screws or in ground at 750mm below including excavation in all types of soil/rock with temporary reinstatement & back filling of trench, interconnection of earth strip with welded joints and GI nut bolts & washers, painting with two coats of metallic Aluminium paint for above ground portion & painting with two coats of black bituminous compound for earth strip in ground etc. all as per drawing, specifications and as per the instructions of the Engineer-in-charge.

TOTAL COST OF LIGHTNING PROTECTION SYSTEM

SECTION -VI: LED Luminaire ,Ceiling fan, Exhaust fans etc

Supply, installation, testing & commissioning of LED luminaires complete with accessories etc on surface of slab/beam by 2 nos (minimum) of 6 mm anchor fasteners or on wall with 2 nos of wood screws, nylon plug etc., suitable supporting frame fixed with rag bolts grouted on the wall/anchor fastener on the beam/on the column & other fixing accessories etc provision & connection with 1.5 sq.mm multistranded copper conductor FRLS PVC wires etc., all as per drawing, specifications & as per the instruction of E.I.C. Notes: 1) Sample luminaire/fittings shall be got approved from Dept with complete technical data. 2) All luminairess shall be with drivers. 3) Cost of mounting accessories shall be included in luminaires cost. 4) The lumen output indicated is minimum system output of luminaire. 5) No negative tolerance is allowed on minimum system performance parameters indicated in the SOQ and specifications. 6) The CCT of the luminaire shall be decided at time of work execution.

Surface mounted water proof LED luminaire 3800 lumen output similar to M/S Signify make cat no: WT201C LED 44S CW PSU 'Waterproof' or eq. approved

Street light LED luminaries having a minimum efficacy of 110 lumen/watt and a minimum output of 3500 lumens, & pressure die cast Aluminium housing, UV stabilized polycarbonate / toughened glass diffuser having IP66 & IK07 protection etc. similar to M/s Signify cat no. BRP046 LED 36S PSU GR 'SmartBright Street' or eq. approved. as per specifications and instructions of EIC. The luminaire shall be mounted on 40 mm NB G.I pipe medium variety to IS 1239, 0.9m long bend to shape welded on GI plate fixed to wall with anchor fastner, GI saddle etc. as shown in drawing. Scope also includes internal wiring with 2.5 sq.mm copper conductor PVC wires from nearest existing terminal box to fixture in the PVC rigid/ flexible pipe & earthing .

Emergency Luminaire : LED egress surface/recess, maintained type luminaire (double side viewing) in corridor near staircase with 1 hour backup similar to PEL LED E/M of M/s Prolite with all required hardware, egress symbols etc as per instructions of EIC.

Exhaust fans: Supply, installation, testing & commissioning of 380mm dia size of exhaust/supply fans , single phase complete with blades, motor, scope includes supply of 3C copper 2.5 sq.mm. flexible chord of suitable length upto Ceiling rose near exhaust fan, aluminium louvers shutters, rag bolt/Anchor fasterner suitable MS angle iron frame made of 45 x 45 x 5 mm , 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement, angled cowl with wire mesh as per specification, drawing as directed by E.I.C.

TOTAL OF LIGHTING LUMINAIRES

Section - VII: MISCELLANEOUS ITEMS :

Supply and fixing of display board of 5mm Self glowing/ fluorescent perspex sheet including printing on the sheet etc. and fixing the same on door/wall for signages for way to staircase, escape routes, staircase, floor nos, exit signs etc. complete as required and as per the instruction of E-I-C

Supply of pedestal type sign board for building of size 1530 mm x 900 mm fabricated out of 50mm x 50mm x 5mm angle including providing and fixing 900mm x 600mm x 1.6mm MS sheet duly welded, painted and printing as desired and fixing in ground complete as required and as per instructions of EIC

Blank MS/PVC (HMS) Conduits : Supply & installation of high mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles, MS/PVC pull out boxes, MS/PVC junction boxes, couplers, bends binding wires etc. as per site condition & as per instructions of E-I-C and of following sizes :-

25 mm dia

32 mm dia

40 mm dia

Electro Magnetic lock access control-Terrace door in New creche building SITC of access control with Electro Magnetic (EM) lock on single leaf terrace door and shall be intergated with Fire alarm sysem complete as per instruction of EIC. Note: The terrace door shall be fitted with magnetic lock along with following items to achieve automatic operation of door a) The necessary power supply for EM lock including the junction box shall be included in scope of item. b) It shall have fail safe mechanism- the door shall be able to unlocked whenever power supply is cut-off c) Push release button for manual override/access control door, shall be installed inside small GI enclosure with viewing glass window and locking arrangemenet mounted on wall at 1mtr height- 2 sets shall be included in item d) The LED indication for lock/ unlock position on EMI shall present d) A controller or relays etc which shall be compatable & can synchronise with exisiting fire alarm panel such that door shall unlocked if fire alarm system is triggered, any necessary controllers or relay modules etc. including complete wiring required to achieve this function shall be included in item e)It shall be suitable to install on existing single leaf 2 hour fire retardand door

TOTAL OF MISCELLANEOUS ITEMS :

Section -VIII: CIVIL WORKS :

Supply & installation of 250 mm dia heavy duty RCC Hume pipe of class 'NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below ground level in all types of soil/concrete road cutting/foot path cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering, consolidation, reinstatement of excess earth within the radius of 500 m and original,disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials.

Supply & laying of 50/42 mm OD/ID self lubricated HDPE pipes in ground at depth of 600 mm including excavation, cutting of existing footpath,road etc, sand bedding,laying of warning tape on top,temporary reinstatement.back filling ,dewatering if necessary consolidation,disposal of excess earth with in the radius of 500 m etc. or fixed on wall/column/slab with 5mm thick M.S. flat /GI spacer/angle/ support fixed with coach screws/ grouted in wall/anchor fasteners 2mm thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles all as per the attached work specification and instructions of EIC. Note: 1) The scope of work includes HDPE pipe accessories such as couplers, cable end plugs, cable sealing plugs etc.

In ground

On wall / slab / column / false ceilling / existing cable tray / existing hume pipe / trench / shaft / pit etc.

TOTAL COST OF CIVIL WORKS

MARUTI ENTERPRISES

Renjin Construction

Renjin Construction

MARUTI ENTERPRISES

MARUTI ENTERPRISES

MARUTI ENTERPRISES

MARUTI ENTERPRISES

MARUTI ENTERPRISES