Local Self Government Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_LSGD_633348_3Bid Award Id
ViewTender No
RK25/AE/NLRTender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
50.6.3.1 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)
4.32
-
6957.02
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
0.56
-
7841.17
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:
1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.2
-
8914.95
5.22.6 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-500D or more
96
-
96.46
13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:
1:3 ( 1 cement : 3 fine sand)
43.5
-
393.69
13.4.1 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 coarse sand)
32.4
-
318.92
19.20 Supplying and fixing C.I cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
30
-
771.36
Waste Water Conveyance Arrangements Plumbing Works
-
-
-
50.18.9.9.1 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.110 mm dia 6Kgf/cm2
1000
-
521.13
Waste Water Treatment Plant -civil work
-
-
-
2.1.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:
All Kinds of soil
74.82
-
106.91
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 kind of soil
141.35
-
210.02
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
44.4
-
104.38
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.
55.73
-
253.73
2.16.1 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).
Depth not exceeding 1.5m
48.78
-
150.08
2.16.2 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).
Depth exceeding 1.5 m but not exceeding 3 m
33.9
-
163.05
2.16.3 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).
Depth exceeding 3 m but not exceeding 4.5 m
7.91
-
192.39
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1:3 ( 1 cement : 3 fine sand)
9.35
-
7229.54
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)
1:4 ( 1 cement : 4 coarse sand)
4.5
-
7112.12
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete
18.14
-
329.03
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.
297.16
-
703.77
Centering and shuttering including strutting, etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform
39.2
-
800.5
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2.54
-
7841.17
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:
1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
51.11
-
8914.95
5.22.6 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-500D or more
5979.97
-
96.46
13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:
1:3 ( 1 cement : 3 fine sand)
247.45
-
393.64
13.4.1 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 coarse sand)
86.82
-
318.92
13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
35.63
-
1.4
19.19.1.1 Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.
L D - 2.5
Rectangular shape 600x450 mm internal dimensions
12
-
1419.44
10.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.
M.S. tube
316.8
-
168.24
OD Filling sand envelop around the soak pit including transportation and labourncharges
14.34
-
2366.8
OD Filling the brick bats inside the soak pit including material,transportation &labour
4.07
-
1738.16
OD Providing and fixing FRP cover with lock for screen chamber
2
-
3694.87
Waste Water Treatment Plant -Sheet Roofing for Sludge Drying Bed
-
-
-
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 kind of soil
0.26
-
210.02
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)
0.06
-
6687.23
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.32
-
7841.17
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
150.51
-
165.65
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
9.6
-
724.86
12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:
Ridges plain (500-600 mm)
2.4
-
480.84
Waste Water Treatment Plant -Plumbing work
-
-
-
50.18.9.16.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
50
-
379.45
50.18.9.6.2 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. 50 mm dia 6 Kgf/cm2
50
-
240.68
18.12.8 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work
80 mm dia nominal bore
45
-
1000.74
50.18.9.5.2 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
20
-
231.33
Costruction of Electro-Mechanical Cum Store Room
-
-
-
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
6.24
-
291.38
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)
2.28
-
6687.23
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)
5.07
-
7069.81
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
5.16
-
6580.8
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:
Foundations, footings, bases of columns, etc for mass concrete
3.54
-
329.03
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:
Lintels, beams, plinth beams, girders bressumers and cantilevers
4.54
-
637.64
5.9.19 Centering and shuttering including strutting, etc. and removal of form for:
Weather shade, Chajjas, corbels etc., including edges
10.39
-
885.65
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform
10.14
-
800.5
5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
2.19
-
11277.58
5.22.6 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-500D or more
230.16
-
96.46
13.4.1 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 coarse sand)
67.43
-
318.92
13.16.1 6 mm cement plaster of mix:
1:3 ( 1 cement : 3 fine sand)
29.53
-
262.57
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.
8.1
-
1070.59
11.46.2 Providing and laying Vitrified tiles indifferent 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), including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
2.1
-
1785.53
9.117.1 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-charge
Extruded section profile size 48x40 mm
5.2
-
256.05
9.118.1 Providing and fixing to existing door frames
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
2.1
-
2033.67
21.1.1.2 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 portion
Powder coated aluminium (minimum thickness of powder coating 50 micron)
45.6
-
527.01
21.1.1.1Providing 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 portion
Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
45.6
-
489.69
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 4.0 mm thickness
4.56
-
1154.61
13.37.1 White washing with lime to give an even shade:
New work (three or more coats)
96.96
-
33
Costruction of Electro-Mechanical Cum Store Room Plumbing work
-
-
-
17.7.1 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 630x450 mm with a pair of 15 mm C.P. brass pillar taps
1
-
3566.47
18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2.28
-
6687.23
50.18.9.14.1 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
10
-
322.69
50.18.9.3.1 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 25 mm dia 12Kfg/cm2
10
-
230.52
Providing and fixing brass stop cock of approved quality :
20 mm nominal bore
1
-
377.06
18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
2
-
574.24
Electrical works for Electrical cum Mechanical Store Room
-
-
-
WIRING - CIRCUIT CUM POINT WIRING The rates for all point wiring items shall also include supplying and fixing of the conduits, specials,bushes and other fittings,Approved GI saddles and grouting the same for exposed conduit work,2 mm thick outlet boxes and junction box,All fixing accessories such as clips , brass screws ets, All work & materials necessary for wiring a point circuit of any length from the final Distribution Board to connector via swich and shall include the circuit wiring also except where indentified.
1
-
12000
SWITCH & SOCKETS Supply , Installation , testing and commissioning of universal swiched socket and with molded front plate , GI anodized enclosure , and mounting box in the wall (concealed/open) and other associated accessories including chasing embedding rough plastering as required as per the site condition for power pints.
1
-
7000
LIGHT FITTINGS Supply ,Erection , testing and commissioning of LED fitting in ceiling /suspended with all accessories like high frequency ballast along with lamp DRIVER with reflector areas and fixing the same in the wall/ceiling including down rods,Wall with wooden blocks , screws , hardwares as required as per the site codition water proof.
1
-
6500
supply , istallation , testing and commissioning of 1200 mm sweep ceiling fan and fixing the same with extended rod from roof ,required clamps,bolts,fan hook,screws, hardware's as required as per the the site condition -BEE 5 star rated white colour double ball bearing
1
-
6500
GROUNDING , EARTHING SYSTEM
1
-
12000
MCC PANEL Desing ,supply ,installation, testing ,Erection & Commissioning of control panel suitable for op-erating all STP equipments in manual /auto mode with necessary MCB/Relay/contactor.panel should be MS power coated with dust proof . Feeders for all STP equipment + spare feeder. MOC:MS power coated
1
-
90000
CABLING & TRAYS Desing ,supply ,installation, testing ,Erection & Commissioning of interconnection cabling of plant with PVC insulated cable with necessary cable trays/conduit pipes MAKE:polycab/Equivalent MOC : flexible cable
1
-
60000
DISTRIBUTION BOARD Desing ,supply ,installation, testing ,Erection & Commissioning of the following MCB DB's IP 42 Protection Metal Door power coated including all interconnections and accessories and accessories like bolts, nuts and associated civil works . MCB DBs shall have comprising as follows: Double glazed acrylic door - concealed in wall.All DBs are with acrylic doors
1
-
18000
Mechanical Works
-
-
-
Coarse Sreen for sullage MOC:ss size:25mm x 6mm opening : 10 mm inclined at 60
1
-
6000
Coarse Sreen for sewage MOC:ss size:25mm x 6mm opening : 10 mm inclined at 60
1
-
6000
Tranfer pumps in Collection tank Capacity :2.0 m3 /hr 1.0 Hp, 3 Phase Head : 12 - 15 m Type : self priming , non cloggling type Make : Kirloskar / Equivalent
2
-
17000
Aeration Manifold and sieves for Aeration tank size :63 mm OD X 1000 mm long Make : Proflex Air flow : 2 - 5m3/ hr Connection : 3/4"
12
-
7500
MBBR Bio Media Material : polyethylene Density ;926 kg / m3 Cylindrical shaped with 10 mm dia and 7 mm height
1
-
115000
Air Blower Capacity : 40 m3/hr Make : ABL BLOWER Motor : 3 HP , 1440 RPM tefc Sq. Cage Induction Motor Make : Cropton Greaves
2
-
50000
Flash mixer with motor , Gearbox ,Stirrer and Holding frame Motor : Electric motor of 1 hp Make:siemens / Cropton / Kirloskar / equivalent Gearbox : Radicon / Elecon / equivalent make Wetted parts : FRP / SS Impeller :For blades pitched paddle turbine type impeller with 2.5 m Height
1
-
95000
Hypochlorite Dosing System Accessories: Dosing pump with 100 L HDPE Storage tank 0-5 LPH , 6 Bar Pressure Make : E- Dose /Eqvt. Type : Electronic
1
-
10000
Coagulant Dosing System Accessories : Dosing pump with 100 L PP Storage Tank 0-5 LPH ,6 Bar Pressure Make : Milton Roy / Eqvt. Type : Diaphragm
4.5
-
7112.12
Pressure Sand Filter Size : 0.5m Dia x 1.8 m Ht . Shell Thk : 5 mm Dish Thk : 6 mm Type : Vertical Valve : Multiport 40 NB MOC : MS - FRP Filter Media : Graded Pebbles With Activated Carbon , Coarse and fine sand including all fittings
1
-
120000
Activated Carbon Filter Size : 0.5m Dia x 1.8 m Ht . Shell Thk : 5 mm Dish Thk : 6 mm Type : Vertical Valve : Multiport 40 NB MOC : MS - FRP Filter Media : Graded Pebbles With Activated Carbon , Coarse and fine sand
1
-
120000
Filter feed pumb Capacity : 2.0 m3/hr 1.0 hp, 3phase Type : Horizontal Centrifugal pump Make : Kirloskar / Equivalent
2
-
19000
Sludge Tranfer Pump Capacity : 1.0m3/hr Type : Self Priming Pumps 1Hp, 3 phase Make : kirloskar / Eqvt.
1
-
14000
Level switch Floaty type level switch MAKE : Aster /Milinec /Equivalent MOC :PVC
3
-
2400
PRESSURE GAUGE Testing Erection & Commissioning of Range 0-7 Kg / cm2 ,Tpe - Bourdon Tube, MAKE:General/Baumer/ Wika/Equivalent MOC :SS
2
-
2500
Sludge Management 1.Sludge digester 2.Drying beds Portable Model Biogas Plant 2m3 capacity
1
-
45000
Transportation and Handling charges
1
-
20000
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