Civil work related to construction of multistoried Staff Quarters building including Drain, Road, Sanitation, Electrification, Boundary wall, Water Supply arrangement, Development of Premises etc. at 220 KV S/s South Zone Premises, Indore of MPPTCL.

Construction of Staff Quarters etc.

15.14.1,(SOR w.e.f 01.01.2024),Dismentaling of Quarters etc, Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below.

15.21,(SOR w.e.f 01.01.2024),Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge.

15.38,(SOR w.e.f 01.01.2024),Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

15.2.1,(SOR w.e.f 01.01.2024),Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

15.3,(SOR w.e.f 01.01.2024),Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge.

15.6.3,(SOR w.e.f 01.01.2024),Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge...In cement mortar.

15.27.1,(SOR w.e.f 01.01.2024),Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of:..G.S. Sheet

1.1.1.1 ,(SOR w.e.f 01.01.2024),Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 1 km

2.1,,Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil.

2.6,,Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

2.7.3,,Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-In Charge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day.Hard rock (blasting prohibited)

2.9.2,,Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil.Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

2.24,,Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

2.25.1,,Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) for Soil- All kinds of soil.

2.25.2,,Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) Ordinary or hard rock.

2.26,,Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm.

2.27.1,,Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)

2.32,,Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treating the bottom and the sides (upto 30 cm height of the excavated trench @ 5 liters per sqm of the surface area.Stage 2: After masonry/RCC work, the backfill in the immediate contact with the foundation structure treatment @ 7.5 liters per sqm. Of the vertical surface of the substructure for each side.Stage 3: surface treatment by spreading emulsion over the plinth area before laying the base concrete under floors @ 5.0 litres/Sqm.Stage 4: Pumping the emulsion in plinth masonry on filling side at floor junction @ 7.5 litres/Sqm.Stage 5: Pumping the emulsion from outer side of the plinth below ground around the masonry @ 5.0 litres/Sqm as per I.S. 8944 Emulsion. (1Chlorpyrifos: 19 water) with five years service guarantee (Measurements to be taken for plinth area) Note – Treatment should start when foundation trenches and pits are ready to take bed concrete or leveling course in foundations. Lying of bed concrete should start when the chemical emulsion has been absorbed by the soil and the surface is reasonably dry. Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring.

4.1.2.2,, Plain Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 40mm nominal size graded stone aggregate M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

4.2.1.3,,Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate. M 15 – Grade concrete

4.17,,Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.)

4.26,,Providing and laying cement concrete in sunken floors of WC, Toilets, Wash Areas etc with 1:5:10 (1 cement:5 coarse sand (zone-III) :10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.

5.1.1,,Reinforced Cement Concrete Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-20 Grade Concrete

5.2.1,,Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement M-20 Grade Concrete

5.3.1,,Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.M-20 Grade Concrete

5.9.1,,Centering and shuttering in cluding strutting, propping etc. and removal of form for :Upto plinth Foundations, footings, bases of columns, etc. for concrete upto plinth level

5.9.2.1,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters butter esses, plinth beams and string courses etc.

5.9.3,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.

5.9.5,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Lintels, beams, girders, bressumers and cantilevers

5.9.6,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Columns, P i l l a r s , Piers, Abutments, Posts and Struts.

5.9.7,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral- Staircases.

5.9.19,,Centering and shuttering in cluding strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including Edges.

5.16.6,,Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars.FE 500 or more conforming to IS 1786

5.17,,Add extra for providing reinforcement above Floor two level for every additional floor or part thereof.

5.17+5.17,,Add extra for providing reinforcement above Floor two level for every additional floor or part thereof.

5.17+5.17+5.17,,Add extra for providing reinforcement above Floor two level for every additional floor or part thereof.

5.17+5.17+5.17+5.17,,Add extra for providing reinforcement above Floor two level for every additional floor or part thereof.

5.24.2,,Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.- preparation of drip couse

6.7.3.2,,Masonry Work / Brick Work Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :-Having 50 kg / cm2 average compressive strength-Cement mortar 1:6 (1 cement : 6 sand).

6.11,,Extra for brick work in superstructure above floor two levels for each additional floor or part-.First floor

6.11+6.11,,Extra for brick work in superstructure above floor two levels for each additional floor or part-Second floor Qty.

6.11+6.11+6.11,,Extra for brick work in superstructure above floor two levels for each additional floor or part-Third floor.

6.11+6.11+6.11+6.11,,Extra for brick work in superstructure above floor two levels for each additional floor or part-fourth floor

6.15.3.2,,Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. Having 50 kg/cm2 average compressive strength. Cement mortar 1 : 4 (1 cement : 4 sand)

6.16,,Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item.First Floor Qty.

6.11+6.11,,Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item-Second Floor.

6.11+6.11+6.11,,Extra for half brick masonry in superstructure, above floor two level for every floor or part there of respective item third floor.

6.17,,Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry.

9.18.2,,Wood Work, PVC Work and UPVC Work Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter.30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

9.169.1,,Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed S.S. screws having minimum density of 750 kg/m3 and screw withdrawal strength of 2200 N (Face) &900 N (Edge), minimum compressive strength 58 N/mm2, modulus of elasticity 900 N/ mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) Single rebate (75 mm X 50 mm)

9.170.1,,Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)- 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter

9.21,,Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).

9.24,,Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).

9.43.1,,Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.

9.48,,Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)

9.65.2,,Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete- 250x16 mm

9.66.1,,Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. Size 250x10 mm

9.66.2,,Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc.200x10 mm

9.69.1,,Providing and fixing ISI marked stainless steel handles with necessary screws etc. Size 125 mm

9.74.2,,Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. 100x60x2.50 mm

9.83,,Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).

9.195.1,,Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in- charge Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.)

9.197.2,,Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod o Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm)

9.187.1.5,,Casement Window (Outward/Inward opening) with hinge System. Glazing bead (12mm x 18mm)

9.189,,Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete.

9.191,,Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete.

9.193,,Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete.

10.5.1,,Steel Work Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6mm for diagonal braces

10.13.1,,Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size).

10.14.1,,Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

10.16,,Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete.

10.17,,Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing.

10.25,,Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

10.26.2,,Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.

11.22.2,,Flooring Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement : 4sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing molding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. samples approved by Engineer-in-charge.Granite fine grained dark crystal of other colours and various patterns

11.34,,Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab.

11.30.2.2,,Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge.Area of slab upto 0.50 sqm - Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter

11.49,,Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.

11.5,,Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete.

11.75.1,,Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) including pointing with an admixture of pigment to match the shade including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levelsas per instruction of Engineer-in-Charge.Granite Door frame for 100mm thick wall Thickness

11.75.2,,Granite Door frame for 200mm thick wall Thickness.

11.78.1.2,,Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete Size 800X800mm thickness 11-12mm

11.79.1.1,,Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours & shades, 1st quality/ premium quality in skirting, dado and wall lining laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete. Plain ivory light shade Size 600X600mm thickness 9-10mm

12.26,,Roofing and Ceiling Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase

12.27,,Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe.

12.28.1,,Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc.100 mm diameter

12.29.1,,Providing and fixing ISI marked sand cast iron rain water pipes.100 mm dia minimum wall thickness 5mm

12.30.1,,Providing lead caulked joints to sand cast iron rain water pipes and fittings. With 100 mm dia. Pipe

12.31.1.1,,Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately). Sand cast iron bend. with100 mm diameter

12.31.2.1,,Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately)Sand cast iron plain shoes.With100 mm diameter

12.35,,Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighing not less than 440 grams.

13.1.2,,Finishing Work (Plastering and Painting ) 12 mm cement plaster of mix.1:6 (1 cement : 6 sand)

13.2.2,,15mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 sand)

13.8,,6 mm cement plaster of mix : 1:3 (1 cement : 3 sand)

13.27.1,,Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complet G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height.

13.41,,Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, Like Birla white / JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.

13.46,,Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

13.59.2,,Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work- 100mm dia pipes

13.81,,Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base.

13.57,,Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

25.11.1,,Sanitary Installation(Premium)Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. completeWhite Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range)

25.10.1,,Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C. P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range)

25.56,,Providing and fixing in position best Indian Stainless steel made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range)

25.53,,Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range)

25.5,,Providing and fixing in position best Indian Stainless steel made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range)

25.57,,Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range)

25.79,,Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range)

25.87,,Providing and fixing Automatic Soap Dispensers, Capacity : 0.8L, Material: Aluminium /ABS, Finish : Chrome/Black (Premium Range)

25.3.1,,Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required.Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380X520X375 mm with solid poly propelyne made soft closing seat cover (Premium Range)

25.19,,Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range)

25.41,,Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range)

25.2O,,Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range)

25.32,,Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range)

25.3,,Providing and fixing in position best Indian C. P. brass made Shower Arm Length 400x25x25mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware)

25.22,,Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range)

17.32.1.2,,Sanitary Installation Providing and fixing soil, waste and vent pipes- Sand cast iron socket and spigot (S&S) pipe as per IS: 1729.100mm dia with wall thickness of 5mm

17.32.2.1,,Providing and fixing soil, waste and vent pipes- Sand cast iron socket and spigot(S&S) pipe as per IS: 1729.100mm dia with wall thickness of 5mm - 75 mm dia with wall thickness of 3.5 mm

17.34.1,,Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good thewalls etc. For 75 mm dia pipe

17.34.2,,Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc -For 100 mm dia pipe

17.36.2.1,,Providing and fixing plain bend of required degree.100 mm diaSand cast iron as per IS – 1729 minimum wall thickness 6.5mm

17.36.3.1,,Providing and fixing plain bend of required degree- 75 mm dia.Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm

17.40.2.1,,Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100x100x100 mm.Sand cast iron as per IS - 1729

17.40.3.1,,Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete -75x75x75 mm Sand cast iron as per IS - 1729

17.47.1.1,,Providing and fixing single equal plain invert branch of required degree:100x100x100 mm.Sand cast iron as per IS - 1729

17.47.2.1,,Providing and fixing single equal plain invert branch of required degree:-75x75x75 mm.Sand cast iron as per IS - 1729

17.52.1.1,,Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete :100 mm. Sand cast iron as per IS - 1729

17.52.2.1,,Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete-75 mm Sand cast iron as per IS - 1729

17.53.2.1,,Providing and fixing terminal guard:100 mm. Sand cast iron as per IS - 1729

17.53.3.1,,Providing and fixing terminal guard -75 mm Sand cast iron as per IS - 1729

17.54.1.1,,Providing and fixing collar:100 mm Sand cast iron S & S as per IS - 1729

17.54.2.1,,Providing and fixing collar -75 mm Sand cast iron S & S as per IS - 1729

17.55.2,,Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter:100 mm

17.55.3,,Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter- 75 mm

17.56.1,,Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :100 mm dia

17.56.2,,Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diamete- 75 mm dia

17.57.2.2,,Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:100mm inlet and 75 mm outlet Sand cast iron S & S as per IS - 3989

17.78.1,,Providing and fixing C.P. brass grating of approved quality and make conforming to IS : specification.100 mm dia.

18.8.1.3,,Water Supply Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal Exposed on wall 25mm nominal outer dia. Pipes.

18.6.2.1,,Concealed pipe including painting with anticorrosivebitumastic paint, cutting chases and making good the wall.15mm dia nominal bore

18.6.2.2,,Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wal- 20mm dia nominal bore

18.7.6,,External work : including trenching and refilling etc.50 mm dia. nominal bore

18.12.2.1,,Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) :With brass lever handle 25 mm nominal bore

18.28,,Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

17.72,,Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin.

18.56,,Cutting holes upto 30x30 cm in walls including making good the same :With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength.

18.57,,Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof.

19.4.2,,Drainage Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly.160 mm diameter PVC. pipe

19.30.1,,Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

19.5.2,,Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:160 mm diameter PVC. Pipe

19.7.3.1,,Providing and fixing square-mouth S.W. gully trap class SP1complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70kg as per standard design :180x150 mm size P typeWith well burnt bricks

19.9.1.1,,Constructing brick masonry manhole in cement mortar 1:4 (1cement : 4sand) R.C.C. top slab with Cement Concrete 1:2:4 mix (1cement : 2sand : 4graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1cement : 4sand : 8graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1cement : 3sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With well burnt bricks

21.9,,Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width

22.14.1,,Water Proofing Work Grading roof for water proofing treatment with Cement concrete 1:2:4 (1cement : 2sand : 4graded stone aggregate 20mm nominal size)

22.3,,Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : \ a) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b) IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) (with 5 years service guarantee)

28.1,,Landscaping and Horticulture Work Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

28.2,,Supplying and stacking of good earth specific useful for plantation at site including royalty if any and carriage (earth measured in stacks will be reduced by 20% for payment).

28.3,,Supplying and stacking sludge at site including royalty and carriage (sludge measured in stacks will be reduced by 8% for payment).

28.4,,Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment

28.5,,Rough dressing the trenched ground including breaking clods

28.6,,Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

28.7,,Fine dressing the ground

28.8,,Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Officer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).

28.9,,Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.

28.14.3,,Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 45 cm dia, and 45 cm deep

28.15.1,,Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture mannuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of engineer in charge complete in all respect (B.C. Mixture paid separately).-Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Bird of Paradise, Callandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia,Hibiscus Rosasinensis, Hibiscus Verigated,Hibiscus Viceroy, Jatropha Multifida,Largestomia Indica, Malpighia Coccigera,Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii,Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants

28.15.2,,Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture mannuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of engineer in charge complete in all respect (B.C. Mixture paid separately) -Allamanda Cathartica, Allamanda Grandiflora, Allamanda Violacea, Begnonia Venustha, Boughan Villas (Variety : Butiana, Lady Mary Bearing, Mahaara, Mohan, Scarlet Queen Variagata, Glabra Formosa, Peruviana Odissi, Partha, Shubhra, Thimma, Spectabillis, L.N. Birla, Refulgens), Clerodendrum Splendens, Clerodendrum Thompsonae, Ipomea Purpurea, Jasminum Grandiflorum, Jasminum Humile (Yellow), Passiflora Caerulea (Rakhi Bel), Petrea Volubilis, Quis Qualis Indica, Tecoma Grandiflora, Veronia Elaegnifolia (Curtain Creeper), Mandvellia, Garlic Creeper, Callimitis

28.15.3,,Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture mannuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of engineer in charge complete in all respect (B.C. Mixture paid separately)-Alpinia Verigated, Alternanthera species, Aspyragus Myerri, Aspyragus Springenii,Aspidistra, Canna (regular, Dwarf), Chlorodendron Inermii, Chlorophytum (Green), Chlorophytum verigated, Coffea Chinensis, Dianella Verigated, Durranta (Goldiana, Green, Verigated), Euphorbia Milli hybrid, Ipomea (Golden leaves), Iresine herbstii, Juniper Prostata, Juniper Africana, Ophiopogon plant, Ophiopogon jaburan, Portulacaria Afra (jade Plant), Schefflera Green, Schefflera verigated, Setcreasea Purpurea, Syngonium (Butterfly) species, Syngonium miniature, Syngonium Dwarf, Syngonium variegated, Tradescantia, Wadelia Trilobata, Zebrina Tradescantia, Pendanas, Spider Lily Black, Spider Lily verigated, Aclypha (Red, Green,Mini), Lantana (Red, Yellow, Purple, White, verigated), Haemalia Mini and similar plants.

28.15.5,,Any of one from Celosia, Caladium Hybrid, Cockscomb, Cosmos, Gaillardia, Gomphorena, Kochchea, Portulacca, Sunflower Hybrid, Sunflower Single, Tapiocca Variegated (Manihot Esculenta), Vinca, Zinnia Hybrids.

CONSTRUCTION OF BOUNDARY WALL 2.1,,Excavation for Foundations Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.All kinds of soil.

2.6,,Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

2.24,,Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

4.1.2.2,,Plain Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40mm nominal size graded stone aggregateNominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)

5.1.1,,Reinforced Cement Concrete Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-20 Grade Concrete

5.2.1,,Above plinth upto floor two level walls (any thickness) columns, pillers, piers, posts and struts etc.M-20 Grade Concrete

5.3.1,,Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete gradeM-20 Grade Concrete

5.9.1,,Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level

5.9.2.1,,Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Up to plinth level..

5.9.3,,Suspended floors, roofs, landings, balconies and access platform.

5.9.6,,Columns, P i l l a r s , Piers, Abutments, Posts and Struts.

5.16.6,,Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars.FE 500 or more conforming to IS 1786

6.7.3.2,,Brick work Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor II level in :having 50 kg / cm2 average compressive strengthCement mortar 1:6 (1 cement : 6 sand)

13.1.2,,Finishing Work 12 mm cement plaster of mix : 1:6 (1 cement : 6 sand)

13.2.2,,15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement : 6 sand)

13.52,,Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface

CONSTRUCTION OF DRAIN 2.6,,Excavation for Foundations Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil

4.1.2.2,,Plain Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 40mm nominal size graded stone aggregate.M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

5.1.1,,Reinforced Cement Concrete Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-20 Grade Concrete

5.2.1,,Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:

5.9.1,,Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level

5.9.2.1,,Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.Upto plinth level.

5.16.6,,Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) Thermo-Mechanically Treated bars.FE 500 or more conforming to IS 1786

13.9,,Finishing Work 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat ofneat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.

CONSTRUCTION OF ROAD 2.6,,EARTH WORK , EROSION CONTROL AND DRAINAGE Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. Road

NON SOR 244,,SUB BASES, BASES ( NON BITUMINOUS ) AND SHOULDERS Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.Road

NON SOR,,CEMENT CONCRETE PAVEMENTS Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.Road

NON SOR 256 ,,Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 2 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.Road

11.73,,Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cemetn : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm), including making drainage opening whereever required complete etc. as per direction of Engineer-In-Charge (length of finished kerb edging shall be mesured for payment). (precast C.C. stone shall be approved by Engineer -In -Charge)

Construction of Paver 2.6,,Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.Arround the Building

11.72.1,,CEMENT CONCRETE PAVEMENTS (ROAD S.O.R. ITEM) Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.-80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

Installation of X-mer 27.4.3,,Supplying of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole, 50 Hz, 415 Volts, (Ics=100%Icu) AC supply with Micro- Processor release having respective breaking capacity (KA) at 415 Volts cited against their range standard conforming to IS/IEC 60947-2MCCB25kAcurrent rating-250Amp3Pole&micro processor release, over load40%-100%x In.&short circuit 1.5 - 8 x Ir. Adjustable

29.28.6,,Aluminium bus bar strips with PVC sleeves

29.28.7,,LED lamp indicator

37.4,,EARTHING AND LOOP EARTHING Earthing with copper earth plate 600mm X 600mm X 3mm thick including accessories and providing masonry encloser in cement mortar, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 metre long etc. (but without charcoal or coke and salt) complete as required

37.5.1,,Add extra for using salt and charcoal/coke for G.I. plate or copper plate earth electrode as required including excavation in hard rock and refilling the pit with black soil.

37.9,,Supply and laying 25mm X 5mm G.I. strip at 0.5 metre below ground level as strip earth electrode including jointing etc. as required.

41.12,,HT AND LT CABLES Supplying & installing G.I. pipe for protection of underground cable fixed on wall/support/in trench/fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rod for stiff pendent for light luminaries /fan/protective for earthing, lightening conductor down strip/overhead service line/for submersible cable or centrifugal pump for water supply with necessary iron clamp coupler, bend, tee, elbow, nuts and bolts etc. complete in an approved manner as required to complete excluding cost of excavation/dismantling & other finished masonry Item complete. For 'B' class pipe ISI marked (IS-1161- 68)- 100.00mm

42.2.6,,EXTERNAL ELECTRIFICATION AND OVERHEAD Supply of support for overhead line RS joist /'H' Beam of I.S. standard including drilling of required hole etc. complete as required.H - Beam 152x152mm, Std weight 37.1 Kg/Mtr

42.44,,Supplying and erection of 11KV porcelain pin insulator complete with long steel head G.I. pin, nut, washer etc. as required.

42.45,,Supplying and erection of 11KV porcelain disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required.

42.58,,Supplying and erection of single piece nonlinear resistor type lighting arrestor (set of 3 nos) for 3 wire, 11KV overhead lines/sub-station with rated voltage of 9KV (rms) with a nominal discharge current rating of 5 KA and complete with galvanized clamping arrangement, G.I. bolts, nuts, washer etc. as required.

42.62.1,,Supplying installing, testing & commissioning of outdoor H.T., AB switch assembly set gang operated with brass contact parts, including required GI pipe operating rod, handle & locking arrangement on On-Off position conforming to IS complete with required material and installing on existing DP structure to complete the job as required as per specification.(Set of 3 nos.). 11 KV, 400Amp

42.67,,Supply & fixing anti climbing device with 2 ply G.I. barbed wire 1 Kg. per pole complete as per MPMKVVCO. Specification.

42.70.1.3,,Supplying, installing, testing and commissioning of 11/0.4KV3Phase50cycleoil immersed, naturally cooled, outdoor type transformer connecteddeltaon H.T. sideandstaronL.T. side,dehydratingsilicagel breather on eye level, rating anddiagramplate, two earthing terminal, lifting lugs, oil level gauge, drain valvewithplug, temperature not exceeding50ºCon load, oil filling holewith plug, four unidirectional roller, arcing horns, explosion vent, terminal arrangement bushingonH.V. sideandcableboxon LV side, first filling of oil upto desired level and transformer installing on existing structure with all requiredmaterialsarrangementasrequired ISImarked &asper ISspecification, handoperatedoff load tap changer switchabove100KVA, oil conservatorwith drain valve, plug 63 KVA and above.Energy efficiency level -1.Aluminium wound.100 KVA

42.5.3,, Supplying and drawing all aluminium alloy conductor (AAAC)of approved make conforming to IS398-1979 Pt.IV, including binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required including clearing of obstacles (if any)AAAC 0.075 sq inch (80 sq.mm Al. EQ.)- (Raccoon)

42.42,,Supply,fabrication and erection of angle / channel / flat iron fitting for overhead line & sub-station etc suchas 'D' bracket, cross arms, top clamp, 'V' cross arms, back / support clampor other similar worketc.including nut bolts of required size,makingholes, fabrication, elding,cutting,etc.andpaintingwithonecoatofred oxide paint & two coat of aluminium paint as required as per specification.

Fire Safety Installation 26.2.2,,Providing laying, testing and commissioning of 'C' class heavy duty MS pipe confirming to IS 1239/3589 i/c fittings like elbows, tees, flanges, reducer, jointing with nuts bolts, gaskets and welding etc. and fixing the pipe on wall/ceiling with suitable hangers, clamps, supports, as required and painting with two or more coats of synthetic. Enamel paint of required shade complete as directed by Engineering-in-Charge.150mm dia

26.2.3,,Providing laying, testing and commissioning of 'C' class heavy duty MS pipe confirming to IS 1239/3589 i/c fittings like elbows, tees, flanges, reducer, jointing with nuts bolts, gaskets and welding etc. and fixing the pipe on wall/ceiling with suitable hangers, clamps, supports, as required and painting with two or more coats of synthetic. Enamel paint of required shade complete as directed by Engineering-in-Charge-100mm dia

26.2.6,,Providing laying, testing and commissioning of 'C' class heavy duty MS pipe confirming to IS 1239/3589 i/c fittings like elbows, tees, flanges, reducer, jointing with nuts bolts, gaskets and welding etc. and fixing the pipe on wall/ceiling with suitable hangers, clamps, supports, as required and painting with two or more coats of synthetic. Enamel paint of required shade complete as directed by Engineering-in-Charge-50mm dia

26.2.7,,Providing laying, testing and commissioning of 'C' class heavy duty MS pipe confirming to IS 1239/3589 i/c fittings like elbows, tees, flanges, reducer, jointing with nuts bolts, gaskets and welding etc. and fixing the pipe on wall/ceiling with suitable hangers, clamps, supports, as required and painting with two or more coats of synthetic. Enamel paint of required shade complete as directed by Engineering-in-Charge-40mm dia

26.2.9,,Providing laying, testing and commissioning of 'C' class heavy duty MS pipe confirming to IS 1239/3589 i/c fittings like elbows, tees, flanges, reducer, jointing with nuts bolts, gaskets and welding etc. and fixing the pipe on wall/ceiling with suitable hangers, clamps, supports, as required and painting with two or more coats of synthetic. Enamel paint of required shade complete as directed by Engineering-in-Charge-25mm dia

26.3.1,,Supplying and fixing single headed internal hydrant valve with instaneous Gun metal couplings of 63mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank gunmetal cap and chain as required.63mm dia

26.5.2,,Providing fixing, including testing and commissioning the following size of flanged type sluice valve of cast iron body and bronze/ gun metal seat confirming to class PN 1.6 of IS: 14846/IS: 780 complete with bolts and nuts, rubber insertions etc. as per specification complete as required.150mm Dia

26.6.2,,Providing, fixing, testing and commissioning of butterfly valve PN 1.6, with Bronze/Gunmetal seat duly lSI marked complete with Nuts, Bolts, washers, gaskets, confirming to IS 13095, of following sizes as required.150mm dia

26.6.3,,Providing, fixing, testing and commissioning of butterfly valve PN 1.6, with Bronze/Gunmetal seat duly lSI marked complete with Nuts, Bolts, washers, gaskets, confirming to IS 13095, of following sizes as required.-100mm dia

26.8.2,,Providing, installation, testing and commissioning of dual plate non-return valve of following sizes confirming to IS 5312 complete with rubber gasket, GI bolts, nuts, washers etc. as required.150mm dia

26.9.2,,Providing, installation, testing and commissioning stainless steel strainer fabricated out of 1.6 mm thick stainless steel sheet with 3 mm dia holes with stainless steel flange.100 MM Dia

26.10.2,,Providing, installation, testing and commissioning of gun metal valves of following sizes as require-.80 mm dia

26.10.5,,Providing, installation, testing and commissioning of gun metal valves of following sizes as require- 25mm dia

26.11.2,,Supplying and fixing 63mm dia, 15 mtr long RRL hose pipe with 63mm dia male and female gun metal couplings duly binded with GI wire, rivets etc. confirming to IS 636 (type-A)as required.- 63 mm dia

26.12,,Supplying and fixing first -Aid hose reel with MS construction spray painted in post office red, confirming to IS 884 with upto date amendments, complete with the following as required .a) 20/30/40m long 20mm (nominal internal) dia water hose thermoplastic (textile reinfirced ) type -2 as per IS 12585

26.14,,Providing and fixing hose cabinet of size 700mmx600mmx300mm made of 2 mm thick MS sheet with 4 mm thick float glass doors in front painted "FIRE" i/c necessary locking arrangement suitable to accommodate external hydrant with butterfly valve 2 nos. 15mtr. Long hose pipe, 1 no branch pipe mounted on wall or raised brick platform & duly painted with post office red externally and white internally with synthetic enamel paint complete in all respects for external hydrant, as directed by Engineer-in-Charge.

26.15,,Supplying and fixing 63mm gun metal branch pipe with 20 mm (nominal internal diameter) size gun metal nozzle conforming to IS 903, suitable for instaneous connection to interconnect hose pipe coupling as required

26.16,,Supplying and fixing 4 way fire brigade connection of cast iron body with 4 nos. gun metal male instantaneous inlet couplings complete with cap and chain as required. For 150mm dia MS pipe connection, confirming to IS 904 as required.

26.17,,Providing and fixing 2 way fire brigade connection (FBC) of CI body with2 nos. gun metal male instantaneous inlet couplings complete with cap and chain as required. For 150mm dia MS pipe connection, confirming to IS 904 as required.

26.18,,Providing and fixing air vessel made of 250mm dia, 8mm thick MS sheet, 1200mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia Gunmetal wheel valve, with required accessories, pressure guage and painting with synthetic enamel paint of approved shade as required .

26.19,,Providing, fixing, testing and commissioning of 15 mm size quartzoid bulb type sprinklers, of rating 68/79 degree Centigrade. Pendent type/ upright type/ side wall type with required accessories complete as directed by Engineer-in-Charge.

26.21,,Providing and installation of adjustable Rosette plate for sprinkler as per direction of Engineer-in- Charge.

26.22,,Providing and fixing electrically operated flow indicating switches in sprinkler branch line on each floor with necessary junction box installed in accessible place. (Wiring from switches to panel not included)

26.23,,Providing and fixing Pressure switch in the MS pipe Line including connection etc. as required. Capacity 4.5 kg

26.25,,Providing and fixing pressure transducer (dial type pressure gauge with isolation cock) in MS pipe line (dial diametre 100mm pressure range 0-10 kg/cm) suitable for 12 volts/24DC. Including connection etc. as required.

26.26,,Providing and fixing angle iron (40 x 40 x 5mm) door frame and M.S. sheet (2mm thick) cum glass shutter of size 1.2 x 2.1 m (N.S.) with 25 x 25 x 3 mm angle frame all around & stiffened in between including hinges, handle, locking arrangement, painting with approved synthetic enamel paint including sign writing on glass at internal hydrant including providing and fixing M.S. Sheet 2 mm thick on remaining portion above door to close opening including painting etc. as required.

26.27.3,,Providing and fixing of carbon-di- oxide type fire extinguishers consisting of welded M.S. cylindrical body, squeeze lever discharge valve fitted with pressure indicating gauge internal discharge tube 30 cm long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS : 15683 finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.Capacity 4.5 kg

Internal Electrification, 4.1.1.1,,Point wirin g (excluding meta IIic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in concealed rigid P.V.C. cond uit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insu|ated FRLS oopper earth continuity conductor of green colour inside conduit, screw less connector for joints etc. as required as per specification for :-Light point/fan points.Primary short point

4.1.1.2,,Point wirin g (excluding meta IIic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in concealed rigid P.V.C. cond uit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insu|ated FRLS oopper earth continuity conductor of green colour inside conduit, screw less connector for joints etc. as required as per specification for :-Light point/fan points -Primary medium point

4.1.1.3,,Point wirin g (excluding meta IIic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in concealed rigid P.V.C. cond uit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insu|ated FRLS oopper earth continuity conductor of green colour inside conduit, screw less connector for joints etc. as required as per specification for :-Light point/fan points-Primary long point

4.1.2.1,,(Light point/fan points) looping point Secondary short point

4.1.2.2,,Seconda ry med ium point

4.1.2.3,,Secondary long point

4.1.3.2,,3 Pin 6 Amp socket outlet on separate board Medium point

4.1.3.3,,Long point

4.1.4.3,,Long point

4.2,,Point wiring (excluding meta IIic switch box & sheet but including switches, sockets) for 3 pin 6 Amp. socket outlet point with 1.5sq. mm. PVC insulated cable FRLS witti copper muki stra nd cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated copper earth continuity conductor of gree n colour inside cond uit with required materials as per specification on same board.

4.3.1,,Wiring for circuit wiring with PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) of ISI marked suitable size etc. as required as per specification two wire 2x2.5 Sq.mm.

4.3.2,,Wiring for circuit wiring with PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) of ISI marked suitable size etc. as required as per specificatio four wire 4x2.5 Sq.mm.

4.3.3,,Wiring for circuit wiring with PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) of ISI marked suitable size etc. as required as per specificatio six wire 6x2.5 Sq,mm.

9.1.1.2,,Point wiring (excluding metallic switch box & sheet) fa r 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-0n separate board.Medium point

9.1.1.3,,Point wiring (excluding metallic switch box & sheet) fa r 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-0n separate board Long point

9.1.1.4,,Point wiring (excluding metallic switch box & sheet) fa r 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-0n separate board Extra long-I

9.1.1.5,,Point wiring (excluding metallic switch box & sheet) fa r 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-0n separate board Extra long-II

9.1.1.6,,Point wiring (excluding metallic switch box & sheet) fa r 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand cond uctor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size etc. with 20/16 Amp. F.T. switch & socket/S.S. combined 20/16/6 Amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :-0n separate board Extra long-III

9.2,,Same board switch & socket 16 Amp./S.S' combined 20/16/6 Amp

15.1.2,,Supp lyin g and fixin g PVC conduit ISI marked FRLS along with accessories on surface etc.PVC conduit 25 mm. (MMS)

16.1.1,,Supp ly and fixing PVC œnduit ISI marked FRLS along with the accessories in concealed system etc. as required . PVC. conduit 20 mm (HMS)

16.1.2,,Supply and fixing PVC œnduit ISI marked FRLS along with the accessories in concealed system etc. as required . PVC. conduit 25 mm (HMS)

16.1.3,,Supp ly and fixing PVC œnduit ISI marked FRLS along with the accessories in concealed system etc. as required . PVC. conduit 32 mm (HMS)

18.2.1,,Supplying and fixin g of approved make modular type G.1. metal box 1.2mm minimum thick ąnd depth 50mm for single row boxes and 60mm depth for two/three row boxes earth terminaI stud with nut and washer with modular base and cover plate including fixing in cancealed etc. as req uired for:-1Or 2 Module metal box

18.2.2,,Supplying and fixin g of approved make modular type G.1. metal box 1.2mm minimum thick ąnd depth 50mm for single row boxes and 60mm depth for two/three row boxes earth terminaI stud with nut and washer with modular base and cover plate including fixing in cancealed etc. as req uired for 3 Module metal box

18.2.4,,Supplying and fixin g of approved make modular type G.1. metal box 1.2mm minimum thick ąnd depth 50mm for single row boxes and 60mm depth for two/three row boxes earth terminaI stud with nut and washer with modular base and cover plate including fixing in cancealed etc. as req uired for 6 Module metal box

18.2.6,,Supplying and fixin g of approved make modular type G.1. metal box 1.2mm minimum thick ąnd depth 50mm for single row boxes and 60mm depth for two/three row boxes earth terminaI stud with nut and washer with modular base and cover plate including fixing in cancealed etc. as req uired for-12 Module metal box

19.1.3.3,,Supplying and drawing single core PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in existing rigid PVC casing and capping/cond uit in surface or concealed as per specification.4.00 sq. mm wire. 3 X 4.00 sq. mm.

19.1.4.3,,Supplying and drawing single core PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in existing rigid PVC casing and capping/cond uit in surface or concealed as per specification.6.00 sq. mm. wire.Three wire, 3 X 6.OCI sq. mm.

19.1.4.5,,Supplying and drawing single core PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in existing rigid PVC casing and capping/cond uit in surface or concealed as per specification. 5 X 6.CO sq. mm.

23.1.4.3,,Wiring for sub-ma ins with PVC insulated cable FRLS with copper multi strand conductor ISI marked in recessed/concealed rigid PVC conduit (HMS) FRLS ISI marked of suitable size (conduit included) including 2mm thick accessories, connection etc, as required as per specificatio n. (Refer GeneraI Notes for Classification of Conduit Wiring Point No.11).4 Wire sub main.6.0 sq mm. cable

23.1.4.4,,Supplying and drawing single core PVC insulated cable FRLS with copper multi stra nd conductor ISI ma rked in existing rigid PVC casing and capping/cond uit in surface or concealed as per specification. 10.0 sq mm. cable

27.1.1,,Supply of ISI marked and approved make of moulded case circuit breaker (MCCB) suitable for 3 phase,3 pole, 50 Hz, 415 Vohs, AC supply with respective interrupting capacity (KA) at 41S Volts cited against their range standard conforming to IS — 8828MCCB current rating — upto 63 Amp, 3P 415V AC

27.8.1.2,,Supply of ISI marked and accepted standard of miniature circuit breaker (MCB) of ’C’ series with short circuit indication, suitable for 240/415 VoIts,50 Cycle, 10 kA/IS kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :-Single pole.MCB SP 6Amp to 32Amp 10kA rating

27.11.1,,Supp ly of approved ma ke powder coated sheet steel encloser SPN MCB DB inclusive of busbar, neutra bar, earth bar, con Section copper wire not less than 16 sq.mm & two earth terminals etc. complete as per IS:13032(exclusive of MCB & iso1ator) -2 Way single door

27.14.3,,Supp lyin g of approved make, powder coated metal double door vertica ITPN MCB DBIP 43 protection with provision for MCCB upto160A TP/FP 36kA as incamer and space for SP/TP MCBs as outgoing (without MCCB/MCBs) inclusive of busbar & connections etc8 Way without MCCB

28.4.1,,Fixing of MCB/MCC 6/IsoIator in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete (labour only)MCB/Isolator SP/DP

28.4.2,,MCB/MCCB lsolat or TP/TPN/FP

28.8.1,,Labour charges for fixing sheet steel enclosures, MCB/MCCBDB flush mounting wpe, as per accepted practice, duly embedded and end plate completely flushed in wall, cable connection etc. complete :-27.11.1 to 27.11.7 ; 27.12.1 to 27.12.3 27.13.1

29.3.3,,Supp ly and fixing as per specification caII bell/buzzer of approved make with necessary materials complete.Ding dong bell

29.7.5,,Supply and fixing in position LED lamp of approved make 9 Watt250Voh

29.7.7,,Supply and fixing in position LED lamp of approved make 15 Watt250Vok

29.25.2,,Supply and fixing of approved make step type modular electronic fan regulator including connection etc. as required on existing board.100 Watt{2 module)

30.1.2,,Supplying, erection and testing of a pproved make electric Celling fa n of double baII bearing complete with stand ard down rod, canopy, ha nging shackle, Aluminium blades, witho ut regulato r, A.C. 230-2fiD volts including conne¢tions vyith ąI| necessary material complete of approved as required canfirming to IS :374/2019 with upto date amendments.Ceilin g Fan (IS1 marked)-1200 mm Sweep, with minimum air delivery 210 m°/min and service value z 4.fKl as per BEE..

30.5.4,,Supplying and fixing of deluxe fresh air fan with lowers (ventilating fan) with self- closing louvers of decorative PVC blades mounting square frame of approved make complete with all necessary material as required300mm RPM1300/1400

31.3.3,,Supply and fixing Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy> 100 Inn/Watt. LED driver PF> 0.95 & THD < 2096, The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job.Tube light LED 1X18 Watt, Integral i/c batten aluminium body, PC diffuser

31.13.2,,Supply and fixing street light with high power LED of 3 to 6 Watt eachon existing bracket assembled on single MCPCB and additional unique peanut lens on each LED, system lumens output with efficacy>120 lm/Watt. luminiare having color temp upto 6500K & 50000hrs. burning life with minimum @L70,T ecolourrendering index of LED light should be more than 70 .Luminiare comprises of driver,PF>0.95&surgeprotection10KV.Housingmadeofpressure die cast aluminiumwithheat resistant flat glass, IP65protection. Submission LM79-08/IS16106 (2012), IEC60598, IEC61347 i/c connection wire, testing etc. to complete the job.60Watt, color temp 3000-6500d as required.

38 2.2,,Supplying and drawing following pair, 0.5 mm PVC insulated copper conductor unarmoured telephone cable in existing surface/con cealed, steel/PVC conduit as required.Telephone wire 0.5 mm, 2 Pair

38.3.1,,Supply instaInation, testin g and commissioning of 0.5 mm size solid a nnealed copper, jelly filled telephone cables, pohene insulated, petroleum jelly filled with poly-aI laminate moisture barrie r, polythene sheathed, unarmoured polythene jacketed telephone cables as per DOT specifications of following sizes.10 Pair

38.3.2,,Supply instaInation, testin g andcommissioning of 0.5 mm size solid a nnealed copper, jelly filled telephone cables, pohene insulated, petroleum jelly filled with poly-aI laminate moisture barrie r, polythene sheathed, unarmoured polythene jacketed telephone cables as per DOT specifications of following sizes 20 Pair

38.4.1,,Supply, installation testing and commissioning of telephone tag block krone connector with enclosure complete as mention ed below :-10 Pair

38.6,,Supply, fixing and testing of RJ 11 teIephone jack modular (1 Module)

38.13.1,,Supply, installation testing and commissioning of patch cord as mentioned below :-CAT 6 RJ45 patch cord UTP 1 metre

38.13.2,,Supply, installation testing and commissioning of patch cord as mentioned below :-CAT 6 RJ45 patch cord UTP 2 metre

38.13.3,,Supply, installation testing and commissioning of patch cord as mentioned below :-CAT 6 RJ45 patch cord UTP 3 metre

38 .13 .4,,Supply, installation testing and commissioning of patch cord as mentioned below :-CAT 6 RJ45 patch cord UTP 5 metre

38.14.5,,Supply, installation testingand commissioning of High-Speed HDMI corrosion-resistant connector & braided cable, Supports Ethernet, 3D, 4Kvideo, computers and other HDMI-enabled devices Black asrequired to complete the job as mentioned below:-15 Metre, HDMI cord

38.15,,Supply, installation testingand commissioningof 19"modular patch-1U patch panel 24, RJ45 cat-6 connector

38.16,,Supp ly, installation testing and comm iss ioning of 19" modula r telephone patch pane124 - 1 U with RJ 11 connectar

38.17.3,,Supply, installation testing and comm issioning of wall mounting rack, for computer switches complete as mentioned below :- 12U cabinet with min. Dimension 590X600X600, wall mounting with 6point 5Amp. socket power supplystrip, and fan, cable manager, trayas per Site requirement

39.2.10,,Supplying & installation of required capacity of three phase, 50Hz,415V,deepwell submersible pump steelbody, as per IS of approved make, suitableupto6"tubewellwith control panel starter suitable for submersible pump with dry run protection, single phase preventer, connections, including clamp, bore cap etc. as required as per specifications but excluding pipe and connection cable.7.5 HP with 15 stages, head metre 138-60,discharge LPM 60-270

39.3.2,,Supp lyin g and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.4.0 sq .mm multi strand

39.4.4,,Supplying and laying of approved make HDPE pipe as per IS:4984 and IS:14333 with latest amendment for installation of submersible pump with necessary connection, socket/couplings, tees, etc. as required(PE-63 & working pressure 6 kgf/sq cm)50 mm Outer Dia.

39.5,,Supp lyin g and laying of approved make nylon rope 12 mm thick complete with binding for support of pump and motor.

39.16,,Supplying, installation, testing & commissioning of approved make jockey pump horizontally mounted coupled motor (Eff-2) 5.5hp, 2900 RPM, 3 Ph 415 Vwith mechanical seal pump, deliveryof 180 litres perminute against total head of 70 / 88meter so as to ensure a minimum pressure of 3.5Kg/Cm2 at the highest. The impeller shall be closed type and accurately balanced dynamically.The pump shall be of cast iron, impeller shall be of bronze and shaft shall be of stainless steel. i/c coupling, coupling guard, base channel foundation & matching flanges etc. as required as per specifications.

39.18,,Supplying & installation of approved make diesel engine driven fire fighting pump water cooled 105BHP 2150 RPM engine, fuel tank 200 litre (empty), accessories,matching flanges,base frame,ARV,fuel gauge,exide 12 Volt battery &charger, lugs & cable between battery & charger.The pump capacity of 2850 litres per minute at total head 70 meters, automatic air release valve, pressure gauges (combination suctiongauge, 3½”dial type with ¼”cock and lever handle-1no,discharge gauge , 3½”dial type with ¼” cock and lever handle-1no.) as required.Allabove equipment's are mounted on common base plate.The fire pump set as per NFPA –20 specifications.

41.1.3.1,,Supp ly of XLPE insulated power cable (conforming IS-7ogg part-i 1100 Voh grade, 1 core/2 core/3½ core/4 core ISI marked with aIu. stranded /solid cond uctorUnarmoured 2 core.2.5 sq mm.

41.1.4.2,,Supp Iy of XLPE insulated power cable (conforming 15-7098 Part-I) 1100 Vok grade, 1 core/2 core/3½ core/4 core ISI marked with aIustranded /so1id oond uctor.Armoured 2 core.4 sq. mm.

41.1.4.3,,Supp Iy of XLPE insulated power cable (conforming 15-7098 Part-I) 1100 Vok grade, 1 core/2 core/3½ core/4 core ISI marked with aIustranded /so1id oond uctor 6 sq. mm.

41.1.6.1,,Supp ly of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Voh grade, 1 core/2 core/3ñ core/4 core ISI marked with aIu. stranded /soIid cond uctor.Armoured 3 core.6 sq. mm.

41.1.8.1,,Supp Iy of XLPE insulated power cable (conforming 15-7098 Part-I) 1100 Vok grade, 1 core/2 core/3½ core/4 core ISI marked with aIustranded /so1id oond uctor3½ core armoured.25 sq. Mm

41.1.8.8,,Supp Iy of XLPE insulated power cable (conforming 15-7098 Part-I) 1100 Vok grade, 1 core/2 core/3½ core/4 core ISI marked with aIustranded /so1id oond uctor 185 sq. mm.

41.12.2.9,,Supplying installing G.I. pipe tor protection of underground cable fixed on wall/support/in trench/fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rod for stiff pendent for light Iuminaries /fan/ protective for earthing, lightening cond uctor down strip/overhead service line/for submersible cable or centrifugal pump for water supp!v with necessary iron clamp coup1er, bend, tee, elbow, nuts and bolts etc. complete in an approved manner as required to complete excluding cost of For ’A’ class G.I. pipe ISI marked(1S-1161-69).100.D0mm

41.24.3,,Supply and erection of hot dip G.I. cable tray perforation not more than 17.5Po for specific dimensions aIon g with tees, bends. The cable tray shaII be hang from ceiling/ fixed to waII w Cth necessary angle/flat iron/h anging rod, fa r ceiling suspensions, clamp, anchor fastener, nuts, bolts, washers, not more than 1.0 mtr. apart complete as per specification.300 x DO x 1.6mm thick

50.2,,Smoke detector (ionization type) : Providing & fixing of ionization type smoke detectors as per IS:11360-1985ofdualchamber,12/24voltDC, ionization source-less than one micro curie maximumAmericium241, twin visual alarm indicator (LED's) "Blink" in stand by and "steady" in alarm complete in all respects

50.3,,Smokedetector(opticaltype):Providing&fixing ofoptical typesmokedetector asper IS:11360 1985ofphoto-opticsensingchamber,12/24volt DC, ionizationsource-less thanonemicrocurie maximumAmericium 241, twin visual alarm indicator (LED's) "Blink" in stand by and "steady" in alarm complete in all respects.

50.4,,Heat detector : providing & fixing of heat detector based on heat rate-of- rise/fixed temperature with working voltage 9-33V DC twin visual alarm indicator (LED’s) "Blink" in

50.6,,R.I. : Providing & fixing of response indicator

50.7,,Manual call point: Providing & fixing of manual calls point flush or surface mountin Front protection glass cover. Unbreakable glass ABS plastic body.

51.1.1,,2.5 LB capacity NOVEC 1230, DLP assembly with automatic valve, push in connector for tube, 2.5 LB NOVEC 1230 gas, mounting bracket, end of line adopter and low pressure switch fa r monitoring system activation.

51.1.4,,Linear pneumatic heat detection tube with aII necessary fittin gs & supports.

51.1.5,,Master control unit with audio visual alarm with wiring to make complete system operationa|. The œntrol paneI shauld have provision for integration w!th fire alarm/SCADA/BMS system.

Construction of Security & Main Gate, 2.6,,Excavation for Foundations Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means). All kinds of soil.

2.24,,Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

2.25.1,,Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means). All kinds of soil.

4.1.2.2,,Plain Cement Concrete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 40mm nominal size graded stone aggregate. M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

5.1.1,,Reinforced Cement Concrete Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-20 Grade Concrete

5.2.1,,Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:M-20

5.3.1,,Suspended floors, roofs, having slope of any degree, landings, balconies access plateform, floor beams, girders, bressummers and cantilevers, shelves, chhajjas, lintels, bands, staircases, coffer slab.M-20 Grade Concrete

5.9.1,,Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level

5.9.2.1,,Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.Upto plinth level.

5.9.3,,Suspended floors, roofs, landings, balconies and access platform.

5.9.6,,Columns, Pillars, Piers, Abutments, Posts and Struts.

5.16.6,,Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire all wastages and lappages / overlaps (overlaps Drg. Room be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete. (Note: Spacer bars (chairs) Drg. Room be paid separately as shown in the drawings and as per direction of engineer in charge.)Thermo-Mechanically Treated bars.FE 500 or more conforming to IS 1786

6.7.3.2,,Brick work Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in superstructure above plinth level up to floor II level in :having 50 kg / cm2 average compressive strength.Cement mortar 1:6 (1cement : 6sand)

Steel Work 9.43.1,,Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.

10.14.1,,Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes

10.22.2,,Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

13.1.2,,Finishing Work 12 mm cement plaster of mix : 1:6 (1 cement : 6 sand)

13.2.2,,15mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 sand)

13.52,,Finishing walls with Acrylic Smooth exterior paint of required shade:

13.64,,Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.

Entrance Gate 2.6,,Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means)All kinds of soil.

2.24,,Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

4.1.2.2,,Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 40mm nominal size graded stone aggregate.Nominal Mix -1Cement : 3sand : 6graded stone aggregate (M 10)

5.1.1,,Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M-20

5.9.3,,Suspended floors, roofs, landings, balconies and access platform.

5.16.6,,Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor two level including cost of binding wire all wastages and lappages / overlaps (overlaps Drg. Room be provided as per requirement of IS 13920 for ductile detailing, IS 456 RCC Design & SP 34 Reinforcement detailing) etc. complete. (Note: Spacer bars (chairs) Drg. Room be paid separately as shown in the drawings and as per direction of engineer in charge.)Thermo- Mechanically Treated bars. (TMT) FE 500D conforming to IS 1786

13.1.2,,12 mm cement plaster of mix : 1:6 (1 cement : 6 sand)

13.2.2,,15mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 sand)

13.8,,6 mm cement plaster of mix :1:3 (1 cement : 3 sand)

16.1.1.3,,Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer–in-Charge, upto 90 metre depth below ground level.All types of soil upto 90 meter.-200 mm dia.

16.1.3.3,,Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer–in-Charge, upto 90 metre depth below ground level.All types of soil beyond 90 metre depth.200 mm dia

16.4.3,,Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer- in-Charge 200 mm nominal size dia having minimum wall thickness 5.40 mm.

16.5.3,,Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer–in-Charge200 mm nominal size dia.

16.6,,Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

16.7,,Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit),with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-Charge.

16.8.3,,Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia

16.9.3,, Providing and fixing M.S. clamp of required dia made of 100 x10 mm flat to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 200 mm dia

16.15,,Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in- charge.

16.16,,Supplying, filling, spreading and leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-Charge.

16.17,,Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in-Charge.

16.2,,Providing and fixing of unplasticised rigid PVC rain water harvesting filter kit including filter of 160 mm diameter wall thickness 3.2mm with PVC valve, 110 mm diameter UV protected conforming to ID: 13592 for working pressure 6 kg\sqcmTypeB capacity 40 kilo liter\hour including all accessories like unplasicied PVC pipe clips of approved design with bombay nail of required length including making good the wall etc complete for catchement area upto 200 sqm.

16.22.3,,System size 160mm diameter (filterain, tee, door bend, and valve 110mm) For the catchment up to 300 square meter. Borewell adaptor 160mm

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