Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Eprocure
Opening Date12 Nov 2018
Closing Date19 Nov 2018
Tender Amount₹ 19,51,70,872 
Notes
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15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

119.45

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

95

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

15.12

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20.2A.1 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles

1924

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od25560/2018_2019 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used700 mm dia piles

3042

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od25588/2018_2019 : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of<br>same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).<br>Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.<br>800 mm dia piles

260

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

166200

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20.6.2.2 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test

3

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2.31 : 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

1650

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2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

208.64

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

99.96

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15.58 : Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.

22.91

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7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

33.3

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4.1.8 : 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 : 8 graded stone aggregate 40 nominal size)

94.73

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5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

612.88

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5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, 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 - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

3767.31

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5.34.3 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-40 grade concrete instead of M-25 grade BMC/RMC.(Note : Cementcontent considered in M-40 is @ 360 kg/cum).

453.67

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5.38 : Extra for R.C.C. /B.M.C/R.M.C. work above floor V level for each four floors or part thereof.

105.66

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

1027.82

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

6953.56

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

10606.76

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

3071.65

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

9715

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5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)

1768

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5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars

102840

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5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

565208.9

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

14.12

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6.1.2 : Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

11.96

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50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

8.52

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50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

88.69

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50.6.1.6 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete

120.12

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21.1.1.3 : 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron )

501.96

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21.1.2.3 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micorn)

565.98

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21.3.2 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness

146.4

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od282647/2017_2018 : Providing and fixing 12 mm thick Multi wood board , in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.<br>Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

18

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21.12.3 : Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with S.S. screws etc. complete as per direction of Engineer -in-Charge.Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar

5

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21.13 : Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete

5

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21.11.2 : Providing and fixing stainless steel (SS 304 grade) adjustable friction window stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer - in-Charge complete.255 x 19 mm

24

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21.19.1 : Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600Upto 5 mm depth and 5 mm width

437.1

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21.4.1 : Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS: 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors including cost of cutting floors, embeding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer -in- Charge.With stainless steel cover plate minimum 1.25 mm thickness

5

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9.121 : Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

173.25

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9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.

55.13

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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13288.94

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13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

405

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

5622.53

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11.41.2 : 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

87.09

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11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement

1531.88

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11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

164.77

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11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

745.27

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16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

3109

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od295181/2017_2018 : Supplying and fixing Netlon mesh of opening size 10 mm x 10 mm and width 30cm at the joints between beam/column and wall before plastering with cement paste etc. complete.

37800

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13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

7150

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13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

7150

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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

2950

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22.5 : Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

1957.37

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9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc

1356

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

67.8

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

14378.8

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

1378.13

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10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12600

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21.7.2 : Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fastners of 8 mm dia and 75 mm long bolt including providing aluminium - washers 2 mm thick 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer -in-charge.Powder coated aluminium sheet 2.5 mm thick ( minimum thickness of powder coating 50 micron)

50

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8.9.1.2 : Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade

82.12

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od282408/2017_2018 : Supplying and laying cement concrete step tiles 25 mm or nearest thickness 30cm x 30cm and 30cm x 15cm for tread and rise respectively with nozzles at the edge of tread (exact colour and quality to be got approved by the architect), laid over cement mortar 1:4 ( 1 cement and 4 coarse sand ) 12mm thick with a neat cement flushing coat, grouting and closing the joints with white cement mixed with best quality oxide to match the colour of tile and finishing edge and nozle by grinding , buffing etc. as directed by the Engineer in Charge including cost and conveyance of all materials to site, labour charges etc. complete to all floors.<br>Light shade pigment using white cement

191.61

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od282410/2017_2018 : Finishing the concrete surface with Cement Concrete 1:1.5:3 using 6mm broken stone and 50mm nominal thickness, laying the concrete after cleaning the surface with wire brush and water, laying and vibrating with screed vibrator and giving perfect compaction, levelling the top to perfect plain level surface and trowelling hard to smooth surface by using hard rampers /power trowel and spreading NITOFLOR hard top/ CERA hard floor or equivalent @ 5kg/m2, non metallic monolithic surface hardening compound which provides highly abrasion resistant surface to concrete floors including cost and conveyance of all materials to site ,labour charges for all floors all height including coving the sides by pasting to the wall for minimum of 10cm and rounding the corners and trowelling smooth etc.complete for Parking area etc. complete

8875

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od282609/2017_2018 : Providing and finishing the expansion joint by fixing in position Sikadur(R)Combiflex(R) strip / sheet on upper and lower sides of the joint after cleaning the concrete surface with a clean cloth and by using Sika(R) thinner DS, pasting a masking tape to cover the joint, then mixing the components A and B of 'Sikadur(R) 31 C' epoxy adhesive for a period of 3 minutes to make the mixture homogeneous and apply this mixture on both sides of the joint and extend up to 5 - 10mm beyond the edges of the sheet and remove the masking tape carefully and place activated Sikadur(R) Combiflex(R) strip in position and roll the strip by using a hard roller and care should be taken to remove the air through special perforations, untill adhesive comes through the perforations, then apply 'Sikadur(R) 31 C' epoxy adhesive on the strip and remove the masking tapes from the joint sides and red tape on the middle strip from the Sikadur(R) Combiflex(R) strip carefully then apply a top layer of epoxy 'Sikaflex(R) 11 FC' on strip to weld the overlap strip connection including backilling the joint with backer rod with 'Polyuretane Sealant 'Sikaflex' etc. complete and as per the directions of the Engineer in charge.

37

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5.28 : Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.

176.05

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od295129/2017_2018 : Providing and finishing the expansion joint on roof floor by fixing in position aluminium angles of size L 30 x 30 x 3 mm on either side of expansion joint leaving a clear gap of joint as shown in the drawing, fixing the angles on either side using 20 mm stainless steel screws, one screw at every 50 cm on either side including filling the gap over already placed Shalitex board ( measured seperately ) with silicon sealant up to surface level and placing suitable size aluminium channel over sealant as per drawing and as per the directions of the Engineer in charge , the rate includes cost and conveyance of all materials to site, labour charges, cost of screws, silicon sealant etc. complete.

37

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od295133/2017_2018 : Providing and fixing in position aluminium strip 50 mm width x 4 mm thick or nearest dimensions on the exposed faces of the expansion joints of columns, punching holes at about 50 cm intervals, holes on one side perfect round and the other side oval horizontally as shown in the drawing with 20mm stainless steel screws to correct plumb and level etc.for all floors for covering the vertical expansion gap, including filling the gap with silicon sealant etc.as per the directions of the Engineer in charge , the rate includes cost and conveyance of all materials to site, labour charges, cost of screws, silicon sealant etc. complete.

1355.8

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50.12.2.5 : Providing & fixing Poly carbonate multi wall plain sheet 8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.

626.45

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WATER SUPPLY & SANITARY WORKS

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17.78 : Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre /8 litres), including seat cover, and cistern fittings, nuts bolts and gasket etc complete.

24

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17.1.1 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

2

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17.7.3 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

33

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17.4.1 : Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern

18

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8.2.1.1 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Raj Nagar Plain white marble/ Udaipur green marble/Zebra black marbleArea of slab upto 0.50 sqm

3.26

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17.31 : Providing and fixing 600x450 mm beveled edge 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.

15

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17.73.2 : Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms

53

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18.65 : Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms.

34

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17.34.1 : Providing and fixing toilet paper holder:C.P. brass

26

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18.51.1 : Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore

34

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18.49.1 : Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore

52

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50.17.1.5 : Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.

26

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50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2

290

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50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall

201

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od124109/2018_2019 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 150 mm dia 6 Kgf/cm2 - External work- Exposed on wall

125

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od122949/2018_2019 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 150 mm pipe 6kgf/cm2

40

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od288921/2017_2018 : Supplying and fixing and jointing together with solvent cement to the following rigid PVC pipe (ISI approved brand) with rubber rings , specials etc., pipes conforming to IS: 13592 and rubber rings conforming to IS: 5382 for working pressure of 6kg/sqcm including fixing in walls/ducts with necessary clamps and hanging the pipe below ceiling using 8mm dia threaded MS rods fixed to concrete by using lock fix and supporting the pipe in exact slope by providing MS flats, nuts etc. and connecting the pipes with solvent cement , rubber rings etc. cutting walls or concrete etc. complete through the duct or below false ceiling for internal works.<br>75 mm bore dia with shell thickness as per IS

100

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od288931/2017_2018 : Supplying and fixing and jointing together with solvent cement to the following rigid PVC pipe (ISI approved brand) with rubber rings , specials etc., pipes conforming to IS: 13592 and rubber rings conforming to IS: 5382 for working pressure of 6kg/sqcm including fixing in walls/ducts with necessary clamps and hanging the pipe below ceiling using 8mm dia threaded MS rods fixed to concrete by using lock fix and supporting the pipe in exact slope by providing MS flats, nuts etc. and connecting the pipes with solvent cement , rubber rings etc. cutting walls or concrete etc. complete through the duct or below false ceiling for internal works.<br>50 mm bore dia with shell thickness as per IS

10

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od288932/2017_2018 : Supplying and fixing and jointing together with solvent cement to the following rigid PVC pipe (ISI approved brand) with rubber rings , specials etc., pipes conforming to IS: 13592 and rubber rings conforming to IS: 5382 for working pressure of 6kg/sqcm including fixing in walls/ducts with necessary clamps and hanging the pipe below ceiling using 8mm dia threaded MS rods fixed to concrete by using lock fix and supporting the pipe in exact slope by providing MS flats, nuts etc. and connecting the pipes with solvent cement , rubber rings etc. cutting walls or concrete etc. complete through the duct or below false ceiling for internal works.<br>32 mm bore dia with shell thickness as per IS

20

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50.18.9.20.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow

2

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50.18.9.20.3 : Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow

5

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50.18.9.20.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend

10

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50.18.9.20.5 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee

5

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50.18.9.21 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow

10

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od124131/2018_2019 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 150 mm Tee

5

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od124132/2018_2019 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 150 mm dia Bend

5

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50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend

5

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50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl

5

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50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow

10

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50.18.9.22.3 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow

10

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50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend

10

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50.18.9.22.8 : Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl

5

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50.18.9.22.12 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer

10

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50.18.78 : Making chases up to 12.5x12.5 cm in walls including making good and finishing with matching surface after housing pipe etc.

25

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18.7.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes

120

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18.7.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25 mm nominal outer dia pipes

12

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18.7.4 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32 mm nominal outer dia pipes

125

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18.7.5 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall40 mm nominal outer dia pipes

90

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18.7.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes

170

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18.9.4 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work32 mm nominal outer dia pipes

125

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18.9.5 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work40 mm nominal outer dia pipes

50

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18.9.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work50 mm nominal outer dia pipes

170

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18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore

2

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18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore

42

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18.19.2.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal boreHorizontal

12

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18.19.3.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreVertical

12

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18.19.4.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical

6

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od288940/2017_2018 : Supplying and fixing, testing and commissioning 110mm dia PVC fabricated gully trap 6 kg/cm2 for the waste line with brick jelly concrete in lime mortar and necessary brick masonry alround plastering with neat cement mortar 1:3 12mm thick with flushing coat etc. complete including providing 2 nos heavy type C.I.gratings 150 x 150mm and 225 x 225mm for the inside and outside painted with black Japan paint including necessary earthwork excavation etc. complete.<br>

5

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od290226/2017_2018 : Providing, fixing and jointing floor trap sump, 110mm OD fabricated with PVC to pressure of 6 kg/sqcm connected to 75/63mm inlet and 90/110mm outlet or as per the drawing , including cutting floor concrete and fixing with cement concrete wherever necessary including providing with S.S. grating ring with Anti-Coackroach Trap and S.S. grating which get fixed to grating ring with a plate all round etc. complete.<br>100 mm nominal dia

42

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19.7.1.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top 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 40 mm 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 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

5

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19.7.2.1 : Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top 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 40 mm 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 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5

2

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od297020/2017_2018 : Constructing sewer manholes of size 60cm x60cm inside and depth not exceeding 90cm as per requirement 20cm thick side wall with brick masonry in cement mortar 1:6, and foundation concrete 1:4:8, 15 cm thick, forming channels with cement concrete 1:2:4 using 20mm broken stones of thickness 15 cm, including providing collars around pipes with cement concrete 1:2:4 using 20mm broken stones, plastering inside with CM 1:4 12mm thick including a neat cement flushing coat including earth work excavation for the required depth of manholes as per the site condition, including providing RCC slab of 15 cm thick with CC 1:2:4 using 20mm broken stones using necessary reinforcement @120kg/m3, and providing necessary C.I.step and C.I.manhole cover of size 45 cm x450cm or nearest of heavy duty type not less than 116kg etc. complete.

5

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od297021/2017_2018 : Constructing inspection pits of size 45cm x45 cm inside or nearest as per the requirement and depth not exceeding 50 cm or for the dimensions of the drawing with brick masonry 1:6 for side walls, 15 cm thick, and foundation concrete 1:4:8 10cm thick , plastering inside with CM 1:3 12mm thick including a neat cement flushing coat including earth work excavation for the required depth of manholes as per the site condition, RCC at top with required reinforcement @ 120kg/m3 including providing CI man hole cover 30cm x 30 cm including all labour charges cost and conveyance of all materials to site etc. complete.

5

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od297026/2017_2018 : Providing and fixing false ceiling at all height with 6mm thick E board, board of type "lake and hill" design including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:<br>6 mm thick E board

229.2

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od297029/2017_2018 : Supplying, erecting and commissioning of horizontal centrifugal cast iron mono-block pumps and motor one set ( 2 pumps), each pump of Kirloskar KDS 325(5HP) - 9.3 KW with 65 mm x 50 mm suction and delivery of Kirloskar Pumps or equivalent with system for automatic operation rated to deliver 6lps against a total head of 26m high efficiency volute type, CI casing, bronze impeller with necessary accessories like base plate, foundation nuts and bolts, companion flanges and pressure gauges including all other necessary accessories such as vaccum guages, foot valves of brass etc. for each pump suitable for operating on 415V,3phase A.C supply includingerecting in position and connecting the electric side and pump with pipes, both the pumps of one set, each pump connected to the pipe on delivery side with one gate valve and to the foot valve on suction side, interconnecting the delivery of each pump and making the delivery through one pipe up to the outer wall of the pump house with one no: non return valve of 65mm etc. complete, including connecting using UV stabilised UPVC high pressure threaded pipes as per ASTM -D_1785 ( threaded as per IS 554) Schedule 80 type of 50mm dia on the delivery side and 65mm dia on suction including cost of pipe and all fittings etc. complete. Rate is for one set of two pumps connecting on the suction side and delivery side as specified with all fittings so as to make the two pumps to function seperately with valve operation .

1

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