Construction of Overall Infra Mahasu Devta Hanol (Civil work)

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 0 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. Ordinary rock

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soils / ordinary rock

Filling available excavated earth (excluding 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 and for all lift.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials. All kinds of soil

Extra for every additional lift of 1 . 5 m or part thereof in excavation I banking excavated or stacked materials. Ordinary or hard rock

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1 :3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1 :3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1 :6 (1 cement: 6 coarse sand)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 : 6 : 1 2 (1 cement: 6 coarse sand : 1 2 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1 :6 (1 cement: 6 coarse sand)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 : 6 : 1 2 (1 cement: 6 coarse sand : 1 2 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1 :6 (1 cement: 6 coarse sand)

Providing and fixing 18 mm 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, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work

Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.

Providing and fixing cramps of required size & shape in RCC/ CC I Brick masonry backing with cement mortar 1 :2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps

Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 6 mm

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. Sal wood

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1 .25 mm M.S. laths with 1.25 mm thick top cover

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

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

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement: 4 coarse sand): 25 mm thick

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.

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

20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)

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

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

French spirit polishing : Two or more coats on new works including a coat of wood filler

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

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 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.

Providing and fixing square-mouth S.W. gully trap class SP-1 complete,with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less standard design: than 4.50 Kgs and frame to be not less than 2.70 Kgs as per standard design: (refer typical section drawing)

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.

Demolition Work

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

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.

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

Demolishing stone rubble masonry 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

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

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)

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.)

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections

Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading III Material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)

Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.

PVC Traffic Cones (900 mm height): Supply of PVC Traffic Cones of 900 mm height and 4.0 kg weight with square base and 3 strips of 10 mm wide reflective sheets around the cone.

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.)

Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

600 mm equilateral triangle

600 mm circular

600 mm x 600 mm square

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction jointonly, plain cement concrete pavement, thickness as per design, over a prepared subbase, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micron thickpolythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (wherespecified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706

Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately))

Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) In rows 7.5 cm apart in either direction

Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25

Supplying, fitting and placing TMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302: Stone/Boulder

NON-SCHEDULE ITEMS

70 mm thick fine dressed stone flooring for external works over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Local Hammer dressed stone of size (450x350x70)mm

Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Himalayan stone - exposed face fine dressed with rough backing 50 mm thick ( 450mm x 200mm) (Wall Cladding Stone)

Providing and fixing second class deodar wood hand rail having size of 75 mm x 65 mm with approved decorative shape etc.

Providing and fixing Deodar Wood Jhalar (Manually Hand Carved) in 25 mm thick 300 mm wide deodar wood plank.

Providing, laying and fixing of Deodar Wood as in built runner having size of 100mmX70 mm through out over masonary course during construction of wall as per detail drawing. It allows to apply adhesive on top and bottom of wood surface with additional fixing accessories of GI nut & bolt/ anchor fastners, nails, screws etc. to masonary work or provided RCC runner to protect against demormation with all due respect to complete the job. It allows providing and applying minimum two coats of approved water base PU polishing complete with required primer / sealer coat, rubbing, sand papering, powdering, etc. to exposed surface complete as per manufacturer specification.

Providing and fixing Teak Wood ceiling in 25 mm thick 150 mm wide teak wood plank.

Two or more coats on new works including a coat of wood filler Hydro Oil For Exterior Coating

Providing & Laying 100 mm thick cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Rajasthan Black Granite Cobble Stone Machine Cut, Four sides machine cut and two sides Rough Surface. (100x100x100) mm (+-5% of size)

Providing & Laying 80 mm thik Concrete cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Jet Black with minimum average 300kg/cm2 (100x100x80) mm (+-5% of size)

Providing and fixing Himachali Stone Slate(Pathaal)-15mm thick of uniform colour and size (450MM x 300MM) , for RCC Sloped Roof backing filled with a grout of 12mm thick cement mortar 1:3 (1Cement : 3 Coarse Sand) & jointed with Cement mortar 1:2(1Cement :2 Stone dust), including grinding with hand grinder on joints, rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge.Himachali Stone Slate(Pathaal)-15mm thick

Providing and fixing in position FRP Recessed Cover with frame 600mm x 600mm, Capacity 25 Ton of required Shape & approved quality. pre-cast R.C.C. manhole cover and frame of required shape and approved quality

Providing and fixing in position FRP Recessed Cover with frame 600mm x 600mm, Capacity 25 Ton of required Shape & approved quality. pre-cast R.C.C. manhole cover and frame of required shape and approved quality

ELECTRICAL MANHOLES

EM-AA-750x750x1000mm ELECTRICAL & ELV MANHOLE

EM-B-600x600x900mm ELECTRICAL MANHOLE

EM-E3-1200x1200x1500mm ELECTRICAL & ELV MANHOLE

EM-C-450x450x500mm ELECTRICAL & ELV MANHOLE

Providing & Fixing in position Precast Reinforced Concrete Drain Cover of Size- 1000 MM (Length) x 700 MM (Width) x 65 MM (Thickness)- Perforated Surface in concrete grade of M 30 with reinforcement inside @ 8 MM Dia MS TMT Bars @ 100 MM c/c both ways in single layer and 1.2 MM Thick MS strips at corners epoxy Painted.

SITC of Stainless Steel Twin Waste Bins (50X2= 100 Liter) complete all as per direction of Engineer-in-Charge with approved design and pattern.

Plumbing

External Drainage Work

Providing and fixing in position 15 mm C.P. brass bib cocks of best quality necessary fittings with wall Flange etc. complete in all respects including cutting and making good the walls etc. BIB COCK : Jaquar Fusion , Model No. FUS-29037

Providing, installation, testing and commissioning of 110 mm dia. Acoustic Multilayer Polyproplene pipe conforming to BS EN 1451-Part 1-6 with 3 layer pipe made of PP + PP-MD + PP and one layer fittings in PP MD, Push fit/ Ring fit type, Halogen and Cadmium free, having high impact resistance as per DIN EN ISO 291:2008-08, Fire resistancy DIN 4102 B2, Ring stiffness SN6 6KN/m2 as per ISO 9969, offering sound levels of 21 dBA as per EN 14366 at a flow rate of 4 l/s, water tightness as per EN 1451-1 minimum of 0.5 bar for 15 minutes, density of pipe = 1.15to1.25 gms/cm3, elongation = 0.09mm/mn/K and E modulus 2300-3000 as per ISO 178, along with factory fitted EPDM lip ring, Fire Behavior Classification according to EN 13501-1:2009 & classified D-s2-d2 (EN 13501-1), meets the requirements of EN 4102-2 with Fire Classification B2, Smoke Development Category Q1 & Drip Formation category TR1. The scope shall be Including all fittings such as bends, junctions, inspection doors, offsets, cowl, access pieces/plugs etc. including cutting holes in walls, slab and beam, chasing the wall by grinder cutter, including all the engineered support (support, hanger, nuts/bolts, anchor fasteners, fixing clamp/ channels with U-bolts, etc) as per detail technical specification etc. complete the job and making good the same etc. complete the job as directed by Engineer in charge. The scope shall be also include Providing and laying 100mm thickness cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) around the pipe etc. complete the job as directed by Engineer in charge. (Soil, Waste & Vent Pipe))

Supply, installation, testing and commissioning of Polypropylene (PP) 110mm x 110mm size P trap with necessary of self cleaning design with water seal with and without vent arm jointing with push fit rubber ring socket fittings complete, as required height riser for basin/ sink/ Urinal drain connection with necessary distance piece of pipe, inlet hopper with two or three inlets fittings to receive waste pipes from fixtures waste and hopper shall be Manufactured from 110 mm dia. up to 600 mm long, etc., cutting chases/ hole in floors/ slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended/ open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing, etc. complete the job as directed by Engineer in charge.

Providing and fixing PTMT grating of Rectangular type with openable circular lid of 150mm nominal size square 100 mm diameter of the inner hinged round grating of approved quality and colour.

Providing and fixing of 125 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 180 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 225 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 250 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 315 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 450 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

Providing and fixing of 630 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.

External Water Supply Work

Providing and fixing of 25 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 32 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 40 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 50 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 63 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 75 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 90 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 110 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 160 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.

Providing and fixing of 20mm diameter gun metal gate valve with C.I. wheel of approved quality

Providing and fixing of 25mm diameter gun metal gate valve with C.I. wheel of approved quality

Providing and fixing of 32mm diameter gun metal gate valve with C.I. wheel of approved quality

Providing and fixing of 40mm diameter gun metal gate valve with C.I. wheel of approved quality

Supplying, fixing, testing and commissioning of 50mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 65mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 80mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 100mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Supplying, fixing, testing and commissioning of 150mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.

Providing and fixing of 25mm diameter gun metal non- return valve (vertical) of approved quality

Providing and fixing non-return valve of 65 mm dia with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.

Providing and fixing non-return valve of 80 mm dia with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.

Providing and fixing non-return valve of 100 mm dia with dual plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.

Supply, Installation, Testing and Commissioning of 25 mm dia. air release valve.

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50mm dia

Providing and fixing 25mm dia float valve with pressure type PTMT float valve. (Make: Prayag)

Providing and fixing 50mm dia float valve with pressure type PTMT float valve.

Providing and fixing mosquito proof stainless steel overflow grating for tanks.( Zoloto/ Audco/ R.B./ Spirex)

Supply, intallation, Testing and Commisioning of 20mm diameter Garden Hydrant with gun metal Ball Valve, Flexinble hose Connection Provision and all required accessories etc

Supplying, fitting & fixing of 32mm dia Pressure Reducing Valve set of approved make & best quality having by-pass valve arrangement including of 3 nos isolation valve.

Supplying, fitting & fixing of 65mm dia Pressure Reducing Valve set of approved make & best quality having by-pass valve arrangement including of 3 nos isolation valve.

Supplying, fitting & fixing of 80mm dia Pressure Reducing Valve set of approved make & best quality having by-pass valve arrangement including of 3 nos isolation valve.

Providing and fixing Y - strainer of 150 mm diameter Ductile CI Body flanged ends with stainless steel strainer for chilled / hot water circulation as specified.

Pumps

HYDRO PNEUMATIC SYSTEM FOR Domestic Water Distribution Hydropneumatic System Variable Speed Hydro-booster System Compact self contained Hydro-booster system comprising of following SITC of In-line, vertical multistage, centrifugal clear water pumps with SS-304 casing, S.S 304 impeller and SS-304 shaft, C.I. Base CED (Cathode Electrode Deposition) coating & head TEFC motor (with mechanical seal), dry run protection, antivibration paid, 2 pole Motor & IE3 Efficiency. Vendor to submit performance curves and technical catalogue of the proposed model for review and information. Panel mounted microprocessor based multi pump controller with large graphical display with VGA 240 x 320 pixels and variable frequency drive (VFD) integrated in a single body, pressure sensor transmitter, IP 55 enclosure, diodes to indicate pump ready, earthing, pump running and fault condition, Cascade Operation. Each incomer and Outgoing feeder should be capable for protection against Overload, Short Circuit and Phase reversal condition and shall be capable to communicate with other controllers following. The PLC shall support MODBUS-IP communication for its compatability to intergrate with 3rd party BAS system. Controller shall authorise Read/Write command via BMS.System should be capable to compensate for frictional losses at lower flows. All alarms should be displayed in the controller. System should be equipped with dry running protection. Indication of all type of faults / on-off status / electrical parameters shall be available on panel and central IBMS monitors. On-off operation for all pumps shall be available on BMS system. Electronic type low water level controller with LED panel to operate pump (necessary contacts along with minimum one PLC operated spare contacts required), with probe & all control wiring from Panel to tank to operate the system automatic/manual & shall prevent the pump from dry running.

Scope shall also include power and control cable of required size, termination, cable tray from Pump to Control panel, control cable as whereever required etc. complete the job. Pre-charged diaphragm pressure vessel with interchangeable membrane, charging connection, connected to outlet header with necessary flanges, gaskets, isolating valves, nuts/bolts etc. complete (size of pressure vessel shall be as per manufacturer recommendation). Set of accessories such as GI C Class headers of suction and discharge for (working and Standby pump assembly) with CED Coating, Cast iron control valves, Cast Iron non return valves, pressure transducers, pressure gauge with Isolation Valve of PN 10 etc. complete the job.Require complete company fitted ready-to-connect packaged system. Capacity per pump - 14.0 m3/hour, Head -30 mt, 1 Set = 3 Nos. Pump (2 Working + 1 Standby - cascade operation), Location - UGT Pump Room, Suction head - flooded positive suction

Mounting Height (High Level) : 1000 mm from the bottom of Sump Set of accessories such as PPR discharge headers for (working and stand by pump assembly) from sump bottom to disposal point, Cast Iron control valves, Cast Iron non-return valves, pressure gauge of PN 10 etc. complete the job.Pumping system shall be as per GRIHA Norms. DRAIN PUMPS Capacity per pump - 5.0 m3/hour, Head -10 mt, Location - Sewage sump , 1 Set = 3 Nos. Pump (2 Working + 1 Stand by - cascade operation) Suction head - flooded positive suction

Plant Room Sump Drain Pump Supply, installation, testing & commissioning of Submersible Non Clog, single stage, single entry pumps connected to TEFC submersible motor for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend, vertical discharge pipe. The pump shall be provided with a lifting devise of pull chain/guide rail. (Pumps suitable to handle solids upto 20 mm size with C.I. body, SS304 shaft, SS impeller). Panel mounted microprocessor based multi pump controller with large graphical display with VGA 240 x 320 pixels and IP 55 enclosure, diodes to indicate pump ready, earthing, pump running and fault condition, Cascade Operation. Each incomer and Outgoing feeder should be capable for protection against Overload, Short Circuit and Phase reversal condition and shall be capable to communicate with other controllers following. The PLC shall support MODBUS-IP communication for its compatability to intergrate with 3rd party BAS system. Controller shall authorise Read/Write command via BMS.All alarms should be displayed in the controller. System should be equipped with dry running protection. Indication of all type of faults / on-off status / electrical parameters shall be available on panel and central IBMS monitors. On-off operation for all pumps shall be available on BMS system.Scope shall also include supply, laying, termination of control and power cables of adequate size and arrangemnt of cable trayfrom pump to control panel etc. to complete the job. Electronic type low, Medium & High water level controller with LED panel to operate pump (necessary contacts along with minimum one PLC operated spare contacts required),level controller with operational mode as one pump working at Medium level, both pumps at High level with a hooter alarm and cut off at Low level complete the job. Mounting Height (Low Level ): (Sump) Mounting Height (Medium Level) : (Sump)

Mounting Height (Hight Level ): (Sump) with probe & all control wiring from Pump room Panel to Sump to operate the system automatic/manual & shall prevent the pump from dry running. Scope shall also include power and control cable of required size, termination, cable tray from Pump to Control panel, control cable as whereever required etc. complete the job. Set of accessories such as GI/ PPR headers of discharge for (working and Standby pump assembly) , Gun Metal Isolation valves, Gun Metal non return valves, pressure gauge with Isolation Valve of PN 10 etc. complete the job. Capacity per pump - 5 m3/hour, Head -10 mt, 1 Set = 2 Nos. Pump (1 Working + 1 Standby - cascade operation), Location - UGT plant room

O&M for 5 year @ 7.5% on Plumbing Works

MAHALAXMI BUILDWELL(INDIA) PVT. LTD. (BID ID -395595)