Balance work for Construction of Institute of Drivers and training Research at village Ghaink (Block Bhalwal) Jammu.

Amount

DRIVING RANGE (CC PAVEMENT )

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density)

75mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with: Moorum

Construction of granular sub-base by providing close graded Material conforming to specifications , mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel work shall be paid for separately). Note: Cement content considered in this item is 303 kg/ cum Excess/less cement used as per design mix is payable /recoverable separatelyshuttering

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

On W.B.M. @ 0.75 Kg/sqm.

On bitumen surface @ 0.50 Kg/sqm.

Surface dressing on new surface with paving bitumen of grade VG – 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS: 8887, using 96 kg per cum of chippings of road surface including consolidation with road roller etc. complete.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment) . (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Dry stone pitching 22.5cm thick laid in courses required profile with hammer dressed stone having no side less than 15cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete (Payment for stone to be made separately).

APPROACH ROAD(DRIVING TEST CENTER)

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density)

75mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with: Moorum

Construction of granular sub-base by providing close graded Material conforming to specifications , mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.16.82.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

On W.B.M. @ 0.75 Kg/sqm.

On bitumen surface @ 0.50 Kg/sqm.

Surface dressing on new surface with paving bitumen of grade VG – 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:

2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS: 8887, using 96 kg per cum of chippings of road surface including consolidation with road roller etc. complete.

PROTECTION WALL (NEAR NALA)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Removal of malba/ Building rubbish from designated sites and its disposal as per direction of engineer-in- charge, all inclusive.

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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials:.All kinds of soil

Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): Depth not exceeding 1.5 m.

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) (A) Crushed

Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used

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

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including Admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. M-25 grade reinforced cement concrete by using 410 kg of cement per cum of concrete. All work upto floor five level Crushed stone aggregate

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

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

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly); including cost of stones and cost of wirecrates

Dry stone pitching, 225mm thick, including cost of stones and preparation of surface.Quarry stone

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.

LAND DEVELOPMENT(LAND SCAPING)

Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly leveling within a lead of 50 m 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)

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Supplying and stacking at site dump manure from approved source including carriage complete (manure measured in stacks will be reduced by 8% for payment) Screened through sieve of I.S. designation 20 mm

Fine dressing of the ground

Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately)

Mixing earth and sludge or manure in proportion specified or directed by officer in charge.

Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing & disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid separately.)

Providing and fixing M.S. flat iron tree guard 60 cm dia. and 2 m high above ground level formed of 4 nos. 25x6 mm, 2.25m long and 8 nos. 25x3 mm 2 m long vertical M.S. flats riveted to 3 nos.25x6 mm MS flat iron rings in two halves, fixed together at site with required 6 no. of 8 mm dia. and 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name The tree guard shall be suitably fixed to the ground by embedding four legs of the tree guard in pits of suitable dia. and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction on direction of Officer-in-charge

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 part 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 & surplus earth, if any with all leads & lifts ( cost of sludge, manure or extra good earth, if needed, to be paid for separately) Holes 90 em dia & 90 em deep

ROAD SAFETY

Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete(Rate: 3268.00) (Corporation Area: 5.00)

Automatic Boom Barrier, Hybrid, 36 VDC, Hydraulic with 7 meter LED Boom, Foundation plate, J hook & Securing pocket, Reverse on Contact feature with Rubber protection on boom base. Operation Time: Less Than 6 Sec (for 8 Mtr), (FAAC B680H )

ANPR Camera with inbuilt OCR, image Sensor- 1/3 " Progressive Scan CMOS, Minimum Illumination- 0.01 Lux , Shutter Speed - 1/1000 S , Resolution - 4 M Pixel , IR UPTO 50 Mtr, IP Protection 67 , Accuracy 99% for Standard Number Plate , One Server with Repoting Software will also be provided, The software houl able to Detect & recognize English Alpha Numeric License Plate & Able to Generate Customized report according to Categorize like wanted, Suspicious, Stolen, Etc. Integration- With Parking System & Boom Barrier etc , Certification CE. (Make- Neptune)

Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge

PAINTING ROAD / RUNWAY MARKINGS

Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.16.56.1 New work (Two or more coats)

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully / semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

SIGNAGE/SIGN BOARD

Providing and fixing post delineators made of ABS round body fitted with 2nos. 100mm dia high reflective and reflectors and mounted on M.S. pipe of 65mm dia duly powder coated with anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge.

Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.16.67.1 Overhead informatory road signage.

Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).

Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.

Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.

HIGH MAST LIGHTING SYSTEM

Supplying and fixing of MCB 4 Pole 63 Amp (L& T, Schinder ,C&S)

S.I.T & C of continuously tapered multifaceted and polygonal cross section High mast as per detailed specification & details given a) high mast light tower manufactured with hot dip galvanized steel plates / tubes shall be delivered in equal multiple Sections of suitable length. It will have a weather proof junction box made of Galvanised steel from which interconnections to the 12 nos of long range, LED flood light luminaries and associated control gears fixed on the carriage(hot dip galvanized) shall be made. a) 1/2 sections having suitable sectional length with slip joints between sections without any circumpherence welding. b) Double drum winch with separate handle for manual operation of winch with a torque limiting device for safe docking of carriage. c) Raising/lowering type lantern carriage designed to carry 08 nos luminaries; control gear box, junction box and top pulley assemble with weather proof cover. d) Necessary suitable length for lowering & rising of lantern carriage of stainless steel wire ropes of 7/19 construction(with minimum 6mm dia) and multicore flexible copper power cable e) Hinged service door in base section base plate earthing terminal. f) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. g) Complete with other provision for execution in the confirmation with detailed technical specifications. h) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube having single prong. i) Integral single power tool (electrical) for lowering & raising of high mast. j) Anchor plate, templates, foundation bolts manufactured from special steel along with nuts washers etc,

16 Mtr. H.M tower system hot dip(galvanized) of 200 watt

20 Mtr. H.M tower system hot dip(galvanized) of 250 watt

Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge

16 Mtr height H.M tower complete in working order

20Mtr height H.M tower complete in working order

S.I.T & C of 2x400 watt asymmetrical beam non -integral floodlight luminaries with glaskote, 2x400 watt control gear boxes i/c 2x400 SVT lamps complete suitable for operation on 230 v, 50HZ, AC Supply, on the existing high mast as reqd. Make: BGNF 22R of Bajaj make or equiv of Philips/Crompton .

LIGHTNING CONDUCTOR FOR HIGH MAST

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.

Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required..

Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)

Providing and fixing G.I. tape 20mm X 3mm thick on parapet and surface of wall of lightening conductor as required ( for Vertical runs )

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.

Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.

OUTGOING TIMER ( 6 PM - 12.00 AM) TPN DB 6 No. 10 amps SP MCB per phase as outgoing with 3 No. 40 amps DP RCCB of 30 mA leakage current plus 1 No. 40 amps TP Contactor, push button etc controlled through 0-24 hour timer, photo sensor and 1 No. 40 amps 4 pole MCB as incomer). Outgoings: 27 Nos.16A TP MCB 4 Nos.SPARE Feedder pillar as described (1 nos.work shop 1 nos high mast)

GUARD ROOM & GATE

Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m ; disposed earth to be levelled and neatly dressed

. All kinds of soil

Ordinary rock

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

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 upto 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size).

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for :

Foundations, footings, bases of columns,raft etc. for mass concrete.

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

Shelves (Cast-in-situ)

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

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 upto plinth level. Thermo-Mechanically Treated bars

Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineerin- Charge. (The payment of RCC band and reinforcement shall be made for seperately).

"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 of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealant shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable." Two track two panels sliding window made of (small series) frame 52 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)

Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer’s specification and direction of Engineer-in- charge.

Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer’s specification and direction of Engineer-in-charge.

9.48 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

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

SUB- HEAD- IX-FLOORING WORK

Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete Size of Tile 600x600 mm

Grading roof for water proofing treatment with .1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

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

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

Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2mm thick

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/10 sqm. Over & including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Balance Civil Work of Hostel Block & Administrative Block

Earth work in excavation by Mechanical means in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5mtr including getting out excavated soil and disposal of surplus soil as directed, within a lead of 50 mtr. All kinds of soils

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- (Including cost / Carriage of material by Mechanical transport)

1:4:8 (1 cement: 4 coarse sand :8 graded stone aggregate 40 mm nominal size) :- CRUSHED

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- (Including cost / Carriage of material by Mechanical transport)

1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size):- CRUSHED

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering; at all floor levels complete (Including cost / Carriage of material by Mechanical transport)

1:3:6 (1 cement: 3 coarse sand :6 graded stone aggregate 20 mm nominal size):- CRUSHED

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement:- 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size):- CRUSHED (Including cost / Carriage of material by Mechanical transport)

Coloum

Centring and shuttering including strutting, propping etc. and removal of form work for:-

Foundations: footings, bases of columns etc. for mass concrete

Columns, Pillars, Piers, Abutments, Posts and Struts

Walls any thickness including attached pilasters, buttresses and plinth

Lintels, beams, plinth beams, girders,bressumers and centilevers.

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

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-mechanically treated bars of grade Fe-500D or more (Including cost / Carriage of material by Mechanical transport)

Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 in super structure including curing in:- Cement mortar 1:6 ( 1 cement : 6 coarse sand); (Including cost / Carriage of material by Mechanical transport)

15mm Cement plaster on the rough side of single or half brick walls of mix: 1 : 6 ( 1 cement : 6 fine sand) on interior walls ,all complete including making of groves and scaffolding, etc. at all floor levels complete (Including cost / Carriage of material by Mechanical transport)

20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) ,in two coats on exterior walls, all complete including making of groves and scaffolding etc., all floor levels complete (Including cost / Carriage of material by Mechanical transport)

Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand); (Including cost / Carriage of material by Mechanical transport)

Distempering with oil bound washable distemper of approved brand and manufacture Asian / Nerolac / Berger / Dulux paints only to give an even shade New work (two or more coats) over and including priming coat with cement primer; at all floor levels complete:- (Including cost / Carriage of material by Mechanical transport) with scafolding complete.

Finishing walls with acrylic smooth exterior emulsion Paint of required shade on new work & including base coat of water proofing cement paint. Nerolec, Asian, Berger make & colour approved as per side incharge.

Providing and fixing Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) (Anti-skid) of 1st quality conforming to IS: 13755 of SOMANY/ KAJARIA or equivalent only make in colour such as White, Ivory, Grey, Fume Red, Brown laid on 20 mm thick bed of Cement Mortar 1: 4 ( 1 cement : 4coarse sand) including pointing the joints with white cement and matching pigment etc., complete at all floor levels complete:- (Including cost / Carriage of material by Mechanical transport)

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS :·13753 of minimum thickness 5 mm of approved make like SOMANY/KAJARIA only make in all colour, shades except begundy,bottle green, black of any size as approved by Eningeerin-Charge in skirting, risers of steps and dados over 12mm thick bed of Cement Mortar 1:3 ( 1 cement: 3 coarsesand) and jointing wtih grey cement slurry@ 3.3 kg persqm including pointing in white cement mixed withpigment of matching shade complete, at all floor levels complete:- (Including cost / Carriage of material by Mechanical transport)

Providing and laying of vitrified floor tiles (double charged) in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete SOMANY/ KAJARIA or equivalent only make; at all floor levels complete.(size of tile 60x60cm)

Providing & laying 25mm thick Kota stone slab in staircase laid on 20mm thick cement mortar (1:4) & filling of joints including granding & polishing.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z. sections and other sections of approved make conforming to IS : 733 and IS : 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber I neoprene .. gasket felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I panelling, C.P. brass I stainless steel screws, all complete as per architectural drawings and the directions of Engineer-inCharge (glazing, panelling and dash fasteners to be paid for separately.)

For fixed portion Anodized aluminium (minimum thckness of powder coated 50 microns)

For shutters of doors, windows & ventilators including providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber I neoprene gasket required Anodized aluminium (minimum thickness of powder coated 50 microns) including harware fittings like hinges. Aldropes, handle, Tower bolt, Floor spring machine etc. complete with all respect.

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)

Providing and fixing Anodized aluminum grill (Anodized transparent or dyed to required shade according to IS: 1868 minimum anodic coating of Grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing windows frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved Anodized aluminum standard section around the opening, all complete as epr requirement and direction of Engineer-in-charge. (only weight of grill to be measured for payment)

Providing & fixing of wire guage 85G (wire dia 0.56mm aperture size 0.84mm) with PVC/neoprene gasket etc complete.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length including wood primer & enamel painting (Sal wood)

Providing and fixing & fabrication of 35 mm thick Laminated Flush Door Shutters made up of 32 mm thick solid core flush door (Gurjan core) having 1.5 mm thick Laminate/Sunmica Matt finish on both faces & 35x6 mm thick Teak wood lipping/margin on alround of Flush door and also including fixing of door shutters with I.S.I. marked stainless steel butt hinges 100x60x2.5 mm heavy weight & necessary S.S. screws; all complete:- (32mm thick solid core flush door should of make Sonear/Archid/Green/Century or equivalent only & 1.5 mm thick Sunmica Matt finish should of make Merino/Green/Archid/Century or equivalent only & Flush door should be water proof BWP I.S. 710 grade, borer free, anti-termite, fire retardent etc.) fabrication be done at site (Including cost / Carriage of material by Mechanical transport) including hardware fixtures like hinges, Tower bolt, Arl, handle, door closer complete with all respect.

Providing and fixing 35 mm thick glazed shutters for Windows, Doors, ventilators and clerestory windows using 10 kg/sqm with lSI marked Stainless steel Butt hinges (heavy weight) of required size with necessary screws including wood primer & enamel painting :- Second Class Deodar Wood (Including cost / Carriage of material by Mechanical transport)

Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of average width for aperture 1.4 mm in both direction with wire of dia. 0.63 mm for doors, windows, ventilators and clerestory windows with lSI marked Stainless Steel Butt hinges (heavy weight) of required size with necessary screws :- Second Class Deodar Wood (Including cost / Carriage of material by Mechanical transport) including wood primer & enamel painting.

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, ladders, railings, brackets, gates & similar works all complete.

Providing and laying integral cement based water proofing treatment including prepration of surfaces as required for treatment of roofs, balconies, terracies etc consisting of following operations(Including cost / Carriage of material by Mechanical transport) a) applying a slurry coat of neat cement using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick jointless cement mortar of mix 1:4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved byEngineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finially finishing the surface with trowel with neat cement slurrv and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer-in-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm.

Disposal of surplus execavted earth by way of mechanical transport outside municipal limits lead upto 1km including loading / unloading completed

Supplying and filling of river bed material including watering ramming consolidating and dressing complete

Providing and fixing of stainless steel alphabet of size 200mm

Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28litre/10sqm over and including base coat of waterproofing cement paint applied@ 2.20kg/10sqm); and also providing weather shield protection coat over the textured surfaces, all complete of approved brand and manufacture Asian/Nerolac/Berger/Dulux paints only all complete including scaffolding etc.; at all floor levels complete:- (Including cost / Carriage of material by Mechanical transport)

Providing/applying construction/expansion joint with hypalon tape/combiflex system of 200mmx1mm high performance jointy sealing system fixed with adhesive/epoxy as per manufacturer standard procedure.The cost should be inclusive of material ,labour,tools required at site. (Roof)

Providing and fixing of 2.0mm thickx200mm aluminiumstrip(anodized transparent or dyed to required shade according to IS1868,minimum anodic coating of grade AC 15) to cover the expansion joint in the building.The cost should be inclusive of cutting of aluminium strips as per site condition including bending,drilling of holes in strips as well as walls /columns with one side hole of oval shape to accomodate movement of expansion joint and fixing with screws/anchors. The cost is inclusive of all scafolding as required at site ( all vertical portion).

Providing and fixing angle iron frame 50mmx50mmx6mmto be fixed with floor by rebaning system and then welding up,keeping the gap of 40 to 50 mm. Flooring area to be provided with polysulphide(Gun grade/pourable) treatment .The thickness of polysulphide shall be half of the width of expansion joint gap. Backfill joint with backing rod/foam to support the polysuphide.Covering of expansion joint with aluminiumchequeredaluminium plate 2.5mmx200mm(anodized transparent or dyed to required shade according to IS1868,minimum anodic coating of grade AC 15) duly screwed with the angle (all horizontal portion)

Providing & laying 50mm thick cement concrete flooring (1:2:4) using 20mm size aggregate finished with a flooting coat of neat cement.

Labour charges for fixing 35mm thick flush door shutters (of specified type) excluding cost of shutter & hinges. (Material already received).

Providing & fixing stainless steel but hinges with stainless steel screws etc complete Heavy weight (Harison)

Providing & fixing stainless steel Tower bolt with stainless steel screws etc complete 200mm (Harison)

Providing & fixing stainless steel handles with stainless steel screws etc complete 200mm (Harison)

Providing & fixing stainless steel Rod door stopper single with stainless steel screws etc complete (Harison)

Providing & fixing of aluminium composite panel sheet (ACP) at the front lobby of approved shade,brand & as per direction of engineer incharge with complete job (thickness 5mm with aluminium frame)

Sliding door bolt/Aldrop 200mm

Sliding door bolt/Aldrop 300mm

Providing & fixing two speed Hydrualic door closer with stainless steel screws etc complete (Harison)

Applying priming coat with ready mixed pink or grey primer of approved brand & manufacture on wood work (hard & soft wood)

Painting wirh Synthetic enamal paint of approved brand & manufacture to give an even shade. Two or more coads on new work

PLUMBING & SANITARY

Providing and fixing unplasticised - Rigid PVC PIPES conforming to IS 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap of thermal expansion;with necessary stays / clamps with fasteners having working pressure of 4kg/cm2 of make Supreme or finolex only :- all complete including testing of joints and pipes for leakage etc.:- (Including cost / Carriage of material by Mechanical transport)

50 mm dia

75 mm dia

110 mm dia

160 mm dia

PVC COUPLER/ COLLOR:-

50 mm dia.

75 mm dia.

110 mm dia

160 mm dia.

PVC DOOR TEE:-

110 x 110x 110 mm dia./110 x 110x75 mm dia.

PVC PLAIN TEE:-

110 x 110x75 mm dia.

110 x 110x 110 mm dia.

PVC PLAIN /Door BEND (of required degree):-

50 mm dia.

75 mm dia.

110 mm dia

160 mm dia.

Clamps with Screws:-

110mm dia.

160mm dia.

PVC Offset with rubber washer:-

75mm dia.

110mm dia.

Providing and fixing white vitreous china pedestal type water closet (European type W.C . .pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures, complete including cutting and making good the walls and floors wherever requied W.C. pan with lSI marked white solid plastic seat and lid of make Hindware/Cera/Jaquar only:- (All Carriages)

Providing and fixing wash basin with C. I./M.S. brackets,15mm C.P. centre hole basin mixture, 32 mm C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required White Vitreous China wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps of make Hindware/Cera/Jaquar only:- (All Carriages) including a pillar cock, CP brass basin mixture, Pillar tap 15mm

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings of make Hindware/Cera/Jaquar only:- (With Carriages)

Providing and fixing Salem Stainless Steel A lSI 304 (18/8) kitchen sink including waste coupling as per I.S. 13983 with C.l. brackets and stainless steel plug 40 mm including painting of fitting sand brackets, cutting and making good the walls wherever required of make Kaff/Neelkanth/Hindware or equivalent all complete :-510x1040mm bowl depth 175mm (With Carriages)

Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fitting complete. Flexible pipe 40 mm dia (With Carriages)

Providing and fixing mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete ISI marked of make Saint Gobin or Modi float or equivalnet brand as approved by Engineer incharge at site:- (With Carriages)

Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C. P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. complete of make hindware/Cera/Jaquar only:-

Providing and fixing towel ring (C.P. brass) with brackets ,nuts & screws complete etc. of make hindware/Cera/Jaquar only:- (With all Carriages)

PVC FLOOR/NAHANI TRAP:-

110 mm x 75 mm /110 mm x 100 mm

Providing and fixing G.l. pipes complete with G.l. fittings and clamps, including cutting and making good the walls etc.(internal work) of make Jindal/Surya Prakash of medium class or as approved by site incharge (INTERNAL WORK-Exposed on wall) all complete including testing of pipes and fittings and joints for leakage with pressure pump etc. (Incl. all carriages)

15 mm dia. nominal bore (medium)

25 mm dia. nominal bore (medium)

40 mm dia. nominal bore (medium)

Making connection of G.l. distribution branch with G.l. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete all complete including testing of pipes and fittings and joints for leakage with pressure pump etc.of make UNIK or NEW or equivalent as approved by site incharge (Incl. all carriages)

20 to 40 mm nominal bore

Providing & fixing BRASS BALL VALVE of approved quality conforming to IS : 8931 of make UNIK or DRP or as approved by site incharge (incl. all carriages)

15 mm nominal bore

25 mm nominal bore

40 mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore (With all Carriages)

Providing and fixing G.l. Union in G.l. pipe including cutting and threading the pipe and making long screws etc. complete (new work) all complete including testing of pipes and fittings and joints for leakage with pressure pump etc.of make UNIK or NEW or equivalent as approved by site incharge (Incl. all carriages)

15 mm nominal bore

25 mm nominal bore

40 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI : 12701 marked indicating the BIS License No. 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 [Sintex, Electroplast, Star, Lotus or equivalent having valid lSI license] (incl. cost / carriage of material upto roof top).

Providing and fixing G.I.TANK NIPPLE of suitable dia. of make UNIK or NEW or equivalent ISI marked as approved by engineer incharge at site all complete including testing of fittings and joints for leakage etc.:- (incl. all carriages)

25 mm dia. nominal bore

40 mm dia. nominal bore

Providing and fixing BRASS FLOAT BALL VALVE; High or low pressure with plastic floats:- of approved quality conforming to IS : 8931 of make UNIK or DRP or approved by engineer incharge at site (incl. all carriages)

25 mm nominal bore

Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 of make hindware/Cera/Jaquar only:-. (a)15 mm nominal bore (With all Carriages) Short body

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms of make hindware/Cera/Jaquar only: (With all Carriages) a) 15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin/wall mixer and geysers points of approved make conforming to IS : 8931 15 mm nominal bore of make hindware/cera/jaquar or as approved by site incharge (With all Carriages)

Providing and fixing Soap dish (C.P. brass) with brackets ,nuts & screws complete etc. of make hindware/Cera/Jaquar only:- (With all Carriages)

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge all complete of make hindware/Cera/Jaquar only:-. (With all Carriages)

Providing & fixing PVC VENT COWL:-

75mm dia

110mm dia

Providing and fixing 150 mm MS grating

Providing & Installation of 1 H.P. water pump of make Crompton with all fittings, connecting inlet & outlet, fixtures, electrical connection and starter all complete:- (incl. all carriages)

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1 :2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design (Including cost / Carriage of material by Mechanical transport)

Providing and laying cement concrete (1:5:10) with 20mm size aggregate all around the PVC Pipe including bed concrete as per approved by site incharge.

Labour charges for fixing PVC presure pipe of nominal dias for soil/ waste line/ rain water pipe including sewerage line (Material already received).

Labour charges for core cutting to RCC beam & PCC drain for crossing PVC pipe lines.

Providing & fixing stainless steel Sliding door stopper single with stainless steel screws etc complete (Harison)

TRIKUTA BUILDERS