Construction/Upgradation of Primary Schools, Secondary Schools,BRC Bhavan,ALS Hostel, KGBV at various Location in PATAN district.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting

Providing & Laying unscreen Gravel and sand mixture for Cushion layer in sub base work below foundation concrete etc. comp As Per approval of engineer incharge.

Filling with the available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering.

Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete

Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundationand plinth in Cement Mortar 1:6. (1‐ Cement : 6 ‐finesand)(C) Fly Ash Bricks

Brick work using common burnt clay building conventional bricks having crushing strength not less than 35 Kg/Sq. cm. in foundation and plinth in cement mortar 1:4 (1 Cement :4 fine sand) (C) Fly Ash Bricks(For Earth Quack )

White stone Bela mesonary block in course in foundation and plinth with stone of approved quality in cement mortar 1:6 (1 Cement :6 fine sand) including curing etc. complete

Masonry work with aerated light weight concrete Blocks of size 60cm x 23cm x 23cm or any other approved size, having crushing strength @ 35 kg/sqcm Fixing with ready-mixed mortar ('Fixoblock'of M/s Ultratech cement Ltd./Rapid Fix/Lion) having tensile adhision strength >0.8 N/mm2 and compressive strength of >2N/mm2.The mortar is to be fixed in a thickness of 3mm to 5mm on the clean and leveled surface of blockmasonry using proper trowel. For all floor and lead and lift For superstructure.

Brick work using common burnt clay building bricks having crushing strength not less than 35Kg./Sq.Cm. for superstructure in cement mortar 1:6(1 cement :6 fine sand) including curing etc. complete. (C) Fly Ash Bricks For all heights and all floor

White stone Bela mesonary block in course in superstructure with stone of approved quality in cement mortar 1:6 (1 Cement :6 fine sand) including curing etc. complete.For all heights and all floors.

Half brick in common brunt clay building bricks having crushing strength not less than 35 Kg/sq.cm in cement mortar 1:4 (1 cement : 4 coarse sand) (C) Fly Ash Bricks in super structure including curing etc. complete.For all floors

White stone Bela mesonary block work in partion wall upto 15cm thickness in cement mortar 1:4 (1 cement : 4 coarse sand) in super structure including curing etc. complete.For all floors(For Earth Quack zone)

Providing & laying Cement Concrete 1:4:8 (1 Cement :4 Coarse sand :8 hand brocken stone aggregates of 40mm nominal size) in plinth and curing complete excluding cost of formwork.

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Providing & laying Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 graded stone aggregate 20 mm nominal size) & curing complete excluding cost of form work Below Tie beam & Plinth protection.

Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) laid in one layer finish with a floating coat of neat cement (A) 40 mm. For Ramp.

Providing and laying controlled cement concrete M.150 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in (A) Foundations, footings,Base of columns and Mass concrete (Cement Level 290 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in R.C.C. Coping for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in R.C.C. Bend & Vertical fins for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in (a) Foundations, footings Bases of columns and the like and Mass conrete work in footing. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Plinth Beams. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Lintel for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Lintel for all floors level. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Chhajja for all floors level including finishing with cement mortar 1:3 ( 1 cement :3 Sand ) and curing etc complete. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Chhajja for all floors level including finishing with cement mortar 1:3 ( 1 cement :3 Sand ) and curing etc complete. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Beams for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Beams for all floors level. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Column Up to Plinth & all floors.. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Column for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Slab for all floors level. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in Slab for all floors level. (Cement Level 380 Kg)

Providing and laying controlled cement concrete M.200 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in sloping slabs & Staircase having thickness more than 10 cm and upto 20 cm thickness.For all floors. (Cement Level 360 Kg)

Providing and laying controlled cement concrete M.250 for curing complete including cost of formwork and excluding cost of reinforcement for reinforced concrete work in sloping slabs & Staircase having thickness more than 10 cm and upto 20 cm thickness.For all floors. (Cement Level 380 Kg)

Providing I.S.I. T.M.T Bars Fe.500D steel reinfocement (ISI mark) Confirmed to IS-1786 for R.C.C.work including Cutting, bending, binding and placing in position etc. complete.For all floors

Providing I.S.I. C.R.S Bars Fe.500 steel reinfocement (ISI mark) Confirmed to IS-1786 for R.C.C.work including Cutting, bending, binding and placing in position etc. complete.For all floors

The chemistry of CRS should be given below : Carbon - 0.15% max Sulphur (S) - 0.05% max Phosphorus (P) - 0.12% max S + P - 0.105% max Silicon - 0.45% max Corrosion Resistant elements - 0.12% max BINDING WIRE : The reinforcement shall be securely bound wherever bars intersect or wherever required with 16 or 18 gauge (1.63 mm or 1.22 mm) annealed steel wire conforming to IS : 280. WELDING ELECTRODES : Electrodes used for welding of steel bars shall be ordinary mild steel grade 2 electrodes conforming to IS : 814 and shall be the best quality and approved by the Engineer – In – Charge. The work shall be carried out as strictly as per IS : 2571 and IS : 9417. CAUSES OF REJECTION : Steel reinforcement, not conforming to relevant specifications, shall be rejected by the client / consultant. Every bar shall be inspected before assembling on the work and defective, brittle or burnt bar shall be rejected. Cracked ends of bars shall be discarded. The contractor at his own expense shall immediately remove rejected steel from the work site.

STORAGE : Steel reinforcement shall be handled and stored in a manner that bending or distortion of the bars is avoided and corrosion of steel is prevented. They shall be stored in such a manner that they are not in direct contact with the ground (at least 150 mm clear above ground). In case of long storage, a coat of cement wash shall be given to the reinforcing steel to prevent any scaling or rusting. Any reinforcement which is certified as corroded by the Engineer – In – Charge, shall either be immediately withdrawn from side or stand blasted and coated with cement slurry. No extra payment shall be made for sand blasting and cement coating. Bars of different classifications and size shall be stored separately. Generally, storage of reinforcements shall be in accordance with clause 3.7 of IS : 4032.

Providing 10mm thick cement plaster in single coat on on brick/concrete walls & Ceilling & Soffit of stair interior plastering in cement mortar 1:4(1 cement 4 sand) watering, curing etc. complete.For all floors

Providing 15mm thick cement plaster in single coat on rough or fair side of single or half brick wall for interior plastering in cement mortar 1:4(1 cement 4 sand) watering, curing etc. complete.For all floors

20mm thick sand faced cement plaster on walls above ground level consisting of 12mm thick backing coat of cement mortar 1:3(1 cement 3 sand) and 8mm thick finishing coat of cement mortar 1:1(1 cement 1 sand) watering, curing etc.complete for any Height.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete. The rate shall be including of providing two coats of primer of approved brand and manufacturer on new wall surfaces to give and even shade including throughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on wall surfaces to give an even shade, over and including applying one coats of Birla (White Cement based) or Asian (acrylic lapy) or equivalent and a priming coat of whiting after thoroughly brooming the surface free from mortar dropping and other foreign matter and sand paper smooth. The rate shall be including scraping and old deteriorated of existing paint.

Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter etc. complete.

Providing and laying 25mm thick polished Kota stone flooring/staircase treads (two pieces with three groves in front of steps) over 20mm (average) thcik base of cement mortar 1:6 (1 cement 6 coarse sand) laid over and jointed with grey cement slurry including curing, rubbing, and polishing etc. complete.

Providing & fixing average 25mm thick Double polished Kota stones for shelves in cup board, seating plat form, including curing, rubbing, polishing etc. complete. (As directed by Engineer in charge)

Providing & Fixing 25mm thick double polished vertical Kotah stone for (partion)urinal as par drawing including round edge moulding etc comp. (As directed by Engineer in charge)

Providing and laying 14 mm to 18 mm thick mirror polished black granite stone machine cut in single piece (Max. available) in sill and jambs laid over 10 mm thick cemen mortar 1 : 3 (1 cement : 3 coarse sand) and jointed with grey cement slurry with matching pigment incl. rubbing and polishing half rounding edge both side etc. complete colour and shed as approved by architect engineer in charge. (As directed by Engineer in charge)

Providing edge moulding to 18mm thick marble/ granite/ kota stone etc. including machine polishing.

providing & laying cement water proofing of average 60mm thick for terrace for all floors using first layer cement mortar (1:3) over an exsisting surface second layer of arranging brick bats acording to slop adding suitable chemical to make water tieght & again third layer of cement mortar 1:3 on above including adding water proffing compound and finishing top with net cement slury using cement @ 2.75 kg/sq mt. making any patterns and design on the top etc. complete as directed.(As directed by Engineer in charge)

Providing & Laying Broken China Mosaic flooring for plain & curve surface 12mm to 20mm of broken piece of ceramic tiles or Glazed tiles ( one or more colour as directed by Engg. In charge ) to be laid over cement mortar bedding of CM 1:3 to plain or and slopes and to be tempered to bring mortar cream up to and colour pigment including rounding of junctions and extending them pu to 15cms along the wall and curing with bends any patterns of designs as per deawing or directions including cleaning with water and oxilic acid using 1 kg / 1 bag of water proofing materials.

Providing cement vata (10 cm X 10 cm size) quartar round in cement mortar 1:1 including neat cement finishing, watering etc. complete Respectely plaster acitivity shall be commenced only after completion of vata work.

Providing & fixing in position mild steel door with ventilation frame 40x40x6 mm and shutter frame 35x35x5mm ,75x5 mm ms flate at lock rail,10 mm square bar in vent at10 cm c/c coverd with corrugated ms sheet 0.6 mm thick, including applying a priming coat of read lead paint including cleanicn the surface of all dirt, dust and other foreign matter (As directed by Engineer in charge& approved drawing and design etc.)

Providing & fixing in position mild steel window with ventilation frame 35x35x5 mm and shutter frame 25x25x5mm ,10 mm square bar grill at10 cm c/c coverd with corrugated ms sheet 0.6 mm thick,including applying a priming coat of read lead paint including cleanicn the surface of all dirt, dust and other foreign matter (As directed by Engineer in charge& approved drawing and design etc.)

Providing and fixing door having side hung single shutter having factory fabricated std. Extruded aluminium colour anodized hollow section {Section 63.50 x 38 mm x 2.50 mm thick } for door frame, hollow portion of door frame shall be filled with non teakwood wood, with factory made 35 mm. Thick flush door both side pre laminated with 6 Lever Mortice lock {Godrej or Equivalent), SS Aldrop, SS Handle size 15 Cm Long, Tower Bolt size 20 cm etc. as per detail colour & pattern approved by this office including necessary anodized alluminum fixtures and fastenings.(As directed by Engineer in charge& approved drawing and design etc.)

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel shutter having extra reinforcement on sides & edges in Gel coat finish. The core of the shutter & frame is to be filed up with injected fire retardant grade polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole FRP frame & shutter is to be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be inclusive of S.S hinges with necessary screws & alluminium fixtures & fastenings & fastener sleeve.

Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of 0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal Section no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window.

Providing and fixing 30mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15mm x 15 mm for top and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture,M.S. frame shall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x 50 mm forming stiles, and 5mm thick 75mm wide PVC sheets for top rail, lock rail and bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail and bottom rail, Panelling of 5 stiles and rails with 30mm wide x 5mm thick PVC sheet beading on eighter side, and joined together with solvent cement adhesive,. An additional 5mm thick PVC strip of 20mm width is to be stculk on the interior side of the ‘c’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing.

Providing and fixing factory made polyvinyl chioride (PVC) door frame of the size 50 x 47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre out of two corners and joined with 2nos. of 150mm long brackets of 15 x 15mm M.s. Square tubes. The two vertical door profiles are to be reinforced with 19 x 19 mm m.s. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame shal be fixed to the wall using 65/100 mm long M.S. screws through the frame by using PVC fasteners. A miniumum of 4 nos. os screws to be provided for each vertical members and minium 2 nos. for horizontal members etc. complete as per manufactures specification and direction of Engineer in charge.

Providing wood work in frames of Doors, windows cleare story windows and other similar works wrought, framed and fixed in position. (A) Indian Teak Wood

Providing and fixing 35mm thick shutters for Doors, windows and clear story windows including anodised aluminium butt hinges with necessary screws. (A) Indian Teak Wood (1) Fully Panelled

Steel work, M.S Grill, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like

Providing & fixing G.I rain water Spout of 65mm dia and 60cm length.

Painting of logo on front side wall as directed by Engineer in charge and as per approved drawing.

Providing & laying 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for antiskit. (As Per List of Approved Materials)

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skirting, riser of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3 coarse sand) and jointed with white cement slurry.

Construction of a soak well of size 1.50 m Diameter and 2.40 m Deep. as per the approved drawing & design etc.in all sort of soil complete as directed and approved by engineer incharge.

Construction of a septic tank of size 3.60 m X 1.15 m X 1.50 m. as per the approved drawing & design etc.in all sort of soil complete as directed and approved by engineer incharge.

(1) Excavation in all sort of soil including dewatering etc.

(2) Sand filling as per design

(3) Masonary work for foundation 1:6

(4) RCC slab

(5) Inside plaster 15mm water proofing plaster as per standard norms

(7) Providing & fixing 1 No. C.I. Cover as per approval drawing.

RCC GSR ( description of item for turnkey tender) Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S.s and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse due to near by traffic load, casting 100 mm thick P.C.C. leveling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff within a lead of 50 meters. Including cement plaster in CM 1:2 with approved water proofing compound to inside water touching surface to container. Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories like MS / GI Ladder, CI Manhole frame and cover, water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. B.B. Masonry chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. List of Indian Standards for Design of GSR / SUMP:-The structural design of GSR shall be in accordance with provisions relevant I.Ss. (1) I.S. 3370 part I & II 2009 or latest revised (1.1) I.S. 3370 part III & IV 1965 or latest revised (2) I.S. 456 – 2000 or latest revised. (3) I.S. 1893 – 2000 – 1984 or latest revised. (4) I.S. 875, Part – 1 to 3, 1987 or latest revised. General Specifications:-(1) Water depth in container shall be adopted as per data of tender. If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge. (4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency. (6) The minimum concrete grade for RCC shall be M-30 (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall be scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) CI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. If GWT / Uplift is mentioned in tender and during excavation it dose not meet 7.5% rate shall be reduced. (13) GI pipes railing shall be provided when sump is more than 2 meter above ground level. (14) Appearance of structure should be aesthetically good looking acceptable to authority. (15) Any charge in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (16) Any charge in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (17) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments acceptable to executive engineer shall be designed and provided. (18) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (19) 75% part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 19 are part and parcel of tender (contact) and prevail over other provisions in tender. G W S & S Board SOR-2021-22- Section - D I.No.27 (C ) P.No.86( C) DO- DO-rectangular sump without water table Capacity of GSR/Sump Capacity of Tank = up to 50,000.00Litres

Providing and fixing washbasin with single hole for pillar tap with C.I.or M.S.brackets painted with including cutting holes and making good the same but including the fittings. (A) vitreous China (II) Flat back washbasin 550 mm x 400 mm size (i) In white colour including CP Brass west , MI Fisher union and Pillat tap

Providing & fixing Stainless steel 316 Grab Bar 40mm dia.75Cm long rail.as directed and approved by engineer incharge.

Construction of ICN Chamber as peras directed and approved by engineer incharge.

Providing & fixing screw down low flow bib taps of following size(B)brass chromium plated Screws down Bib Tap (i)15mm dia.as directed and approved by engineer incharge.

Providing & fixing screw down low flow bib taps of following size(B)brass chromium plated Screws down Bib Tap(ii)20mm dia. as directed and approved by engineer incharge.

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg.) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep for single pipe line.

Providing & fixing urinal of Approved quality including connecting the urinal with waste pipe, trap etc. complete (A) White earthenware flat back or corner type (including Angle cock,Waste coupling,connection pipe & waste pipe) as directed and approved by engineer incharge.

Providing and fixing wash down water closet (European type W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement : 1 fine sand) (seat cover,Jet spray & Flush Tank to be measured Including) (A) Vitreous China (I) Long pattern white as directed and approved by engineer incharge.

Providing and fixing water closet squatting pan (Indian type W.C pan) size 580 mm (earthwork, bed concrte, foot rests,Flush Cock and trap to be measured and including paid f) (A) Vitreous China (I) Long pattern white as directed and approved by engineer incharge.

Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary fittings and connection etc. complete on terrace

Providing & fixing UPVC check or non-return fullway valve(A)40mm dia.

Providing & fixing UPVC check or non-return fullway valve(A)25mm dia.

Providing & fixing UPVC check or non-return fullway valve(A)15mm dia.

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of cutting and making good the walls.

Providing & erecting open well horizontal mono block pump set with cast iron body, complete for three phase submersible motor having [A] For 1.5 HP 3 phase open well horizontal mono block pump set suitable for 190 LPM @ 20 mtr head suitable for 40 mm dia delivery pipe.

Providing & fixing 110mm dia PVC cowl vent to pipes.

Providing & fixing 75mm dia PVC cowl vent to pipes.

Providing and fixing Chicken mesh jali (22 gauge)30cm wide at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leads and lifts etc.complete.

Providing & Fixing Green board(2400mm x 1200mm) with soft board(1200mm x 1200mm) on wall as per the drawing & design etc. complete.

Providing ABC Type Fire Extinguisher 6 Kg Isi Marked All Required Fitting Accessories.

Providing Co2 Type Fire Extinguisher 4.5 Kg Isi Marked All Required Fitting Accessories.

Providing precast cement concrete jali or grill 1:2:4 mix (1 Cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) reinforcced with 1.6 mm dia mild steel wire including roughening, cleaning, fixing in cement mortar 1:3 and curing complete.up to floor two level (D) 75 MM TH.

Providing precast cement concrete jali or grill 1:2:4 mix (1 Cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size) reinforcced with 1.6 mm dia mild steel wire including roughening, cleaning, fixing in cement mortar 1:3 and curing complete.up to floor two level (D) 100 MM TH.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia.U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing & fixing to wall ceiling and floor 6.0 kg F/cm2 working pressure PVC pipes of the following out side dia. Special density complete with special flange compression type fitting,wall clips etc. including making good the wall ceiling and floor.(G) 160 mm dia

.Providing & fixing to wall ceiling and floor 6.0 kg F/cm2 working pressure PVC pipes of the following out side dia. Special density complete with special flange compression type fitting,wall clips etc. including making good the wall ceiling and floor.(G) 110 mm dia

Providing & fixing to wall ceiling and floor 6.0 kg F/cm2 working PVC pipes of the following out side dia. Special density complete with special flange compression type fitting,wall clips etc. including making good the wall ceiling and floor.(F) 75 mm dia

Providing and fixing Gun metal check or non-return fullway wheel valve [A] 15 mm

Providing and fixing Gun metal check or non-return fullway wheel valve[B] 20 mm

Providing and fixing Gun metal check or non-return fullway wheel valve[C] 25 mm

Providing and fixing Gun metal check or non-return fullway wheel valve[D] 32 mm

Providing and fixing Gun metal check or non-return fullway wheel valve[E] 40 mm

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete.(i) 20mm dia.

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete..[ii] 25 mm

Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete..[iii] 32 mm

Providing and fixing Ball Cock of approved quality as directed. (A) copper metal - (II) 25 mm dia.

Providing and fixing Ball Cock of approved quality as directed. (A) copper metal[ii] 50 mm

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x15mm with 4 to 5 mm tactile strip/dot height having water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.