The Kerala Minerals And Metals Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Amc For Civil Works In Plant Buildings And Structures 2025-2026
Description
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Contact
Tender Id
2025_KMML_743427_1Tender No
EAF/CIV/1139/2024-2025 Dtd.25/02/2025Tender Authority
The Kerala Minerals And Metals Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
30
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Miscellaneous labour
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Supply of Miscellaneous labour
20
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Demolishing stone rubble masonry
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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
20
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Dismantling floor tile
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15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
200
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Dismantling Auminium/Gypsum partition
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15.57 : Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
10
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Dismantling flexible pavement
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15.59 : Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
10
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Demolishing RCC
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15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
10
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Demolishing cement concrete (1:3:6 or richer mix)
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15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
5
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Dismantling door, windows and clererstory window(steel/wood)
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15.12.1 : Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
10
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Taking out doors, windows, clererstory window
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15.13.1 : Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below
10
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Dismantling old plaster
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15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
150
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Removing slurry/deposited sludge
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Removing slurry/ deposited sludge / solids/vegetation over growth from drainage for all depth and dispose the waste with in 500 m lead as directed by Engineer-in-Charge, including removal and replace the cover slab of drain if any,clearing mouth of inlet to drain, ensure unhindered flow through drain.The required manpower, tools,safety apparels and tackles shall be arranged by the contractor.
20
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Supply and stacking of hard stone
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16.72 : Supplying and stacking of hard stone ( for stone pitching ) 22.5 cm thick at stie.
10
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Sectioning
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Area grading/ Sectioning 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:<br>All Kinds of soil
250
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Filling available excavated erth
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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.
30
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Red earth filling
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Supplying and filling in plinth with red earth under floors, including watering, ramming consolidating and dressing complete.
30
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Earth work excavation
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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
120
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Dewatering/shoring -Extra over above item 18
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Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50
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Hire and running of Tipper including fuel
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Hire and running charges of Tipper per day including all fuel charges, driver bata, cleaner etc
25
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RR masonry
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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) excluding the cost of cement.
15
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Hire and running of Excavator including fuel
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Hire and running charges of hydraulic excavator (JCB/Hitachi) including fuel/ operator etc complete
20
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Brick work
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Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
15
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Brick work
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Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks
15
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Solid block masonry
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Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
15
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Solid block masonry
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Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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.
6.3
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Solid block masonry
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Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
2.42
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PCC 1:4:8
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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)
60
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PCC 1:2:4 - All work upto plinth
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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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
30
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RCC 1:2:4 - All work upto plinth
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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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
20
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RCC 1:1.5:3 - All work upto plinth
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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
60
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RCC 1:1.5:3 - Walls(any thickness), attached pillasters, buttresses, plinth and string course, fillets columns, pillars, piers, abutments, posts and struts
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding 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)
30
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RCC 1:1.5:3 - Beams, suspended floors, roofs, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases
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Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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).
10
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Shoring
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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
160
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Digester-Chipping of sides of digester and filling the gap with concrete/grout in 1:1.5:3 mix pedestal-
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Chipping of sides of digester and filling the gap with concrete/grout in 1:1.5:3 mix pedestalChipping of concrete at required depth on sides of digester pedestal, levelling the chipped portion and filling the gap with concrete/grout in 1:11/2:3 mix ( 1 cement, 1 1/2 sand, 3 nominal size aggregate and suitable admixture for rapid strengthening) including cost and conveyance of all materials, formwork, scaffolding, watering, including cost of cement, steel, curing etc; complete. and clearing the debris up to a distance of 500m. but including cost of cement
8
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Digester-Chipping of foundation under side of the base plate of digester and strengthening of base plate,1:1.5:3 mix
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Chipping of foundation under side of the base plate of digester and strengthening of base plate,1:1.5:3 mix. Chipping of foundation under side of the base plate and side of digester as required for welding and levelling and strengthening of base plate, filling the gap with concrete/grout with 1:11/2:3 ( 1 cement, 1 1/2 sand, 3 nominal size aggregate and suitable admixture for rapid strengthening) mix including cost and conveyance of all materials, cost of cement, steel, formwork, scaffolding, watering, curing etc complete and clearing the debris up to a distance of 500m. Digester - under side of the base plate
4
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Centering and shuttering -Foundation, footing, base of column (mass concrete)
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Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc
150
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Centering and shuttering -Walls (any thickness) including attached pilasters, butteresses, plinth and string courses
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
200
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Centering and shuttering -Suspended floors, roofs, landings, balconies and access platform
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
20
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Centering and shuttering-Lintels, beams, plinth beams, girders bressumers and cantilevers
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
100
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Centering and shuttering-Columns, Pillars, Piers, Abutments, Posts and Struts
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Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
10
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Centering and shuttering-Stairs
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Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
20
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Extra additional height in centering and shuttering
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Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
20
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Steel reinforcement-upto plinth level
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
3000
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Steel reinforcement-all complete above plinth level
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hard drawn steel wire
2000
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Anti corrosive Nitozinc primer
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Providing and applying anti corrosive Nitozinc primer/Cera cte SP CI/ protectosil CIT, two or more coats, over the exposed steel reinforcement as per the manufacture's specification including scaffolding upto height 5 mtr and as directed by Engineer-in-charge. The product shall be applied on corroded area of reinforcement and the exposed reinforcement surface after throughly cleaning. painted area of steel shall be considered for payment
40
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pockets for bolt
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Providing pockets for bolt fixing to suit the base plate of already made as per the direction of the company representatives.
15
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12 mm cement plaster-CM 1:3
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12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
300
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12 mm cement plaster-CM 1:4
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12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
300
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SBR polymer-modified Cement mortar
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Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer as per the manufacture specifications) and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).12 mm average thickness
50
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Tiling - I st quality ceramic glazed wall tiles with epoxy joint fillers
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Providing and fixing I st quality ceramic glazed wall tiles (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the engineer in charge) conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, of any size as approved by Engineer -in-Charge, in walls, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) with spacers with 3 mm thick and jointing with epoxy joint fillers of matching shades in required thickness,all complete
80
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Tiling - I st quality ceramic glazed floor tiles with epoxy joint fillers
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Providing and fixing premium quality ceramic digital anti-skid floor tiles of make (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the engineer in charge) conforming to IS : 15622 (thickness to be specified by the manufacturer), in all colours, shades matching to wall tiles or as approved by Engineer -in-Charge, in floor, over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) with spacers with 3 mm thick and jointing with epoxy joint fillers of matching shades in required thickness, all complete.
40
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Tiling- industrial pattern vitrified floor tiles of size 300x300 or nearest
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Providing and laying industrial pattern vitrified floor tiles of size 300x300 mm or nearest having thickness 10mm, of1st quality, of approved make, in all colours as instructed by Engineer in charge, laid on 20 mm thickcement mortar 1:4 (1 Cement : 4 Coarsesand), including pointing the joints with tile joint fillers with matching shades etc.,complete
30
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Supply and laying Vitrified tiles in cement mortar-size 1200 x 600mm-
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Supply and laying first quality vitrified tiles of size 1200 x 600mm of approved shade and pattern in floor as per architectural design laid, over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 course sand ), with 3mm tile spacer and jointing with with epoxy joint fillers with pigment of matching shades of approved brand in approved pattern with two or more design complete. Tile make: (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the engineer in charge)
20
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Supply and laying Vitrified tiles with tile adhesive-size 1200 x 600mm-
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Supply and laying first quality vitrified tiles of size 1200 x 600mm of approved shade and pattern for floors/walls as per architectural design laid, over tile adhesive/glue (of approved make) conforming to IS: 15477, in average 3 mm to 6mm thickness with 3mm tile spacer and jointing with with epoxy tile joint fillers with colour of matching shades of approved brand in approved pattern with two or more design complete. Tile make: (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the engineer in charge)
20
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Injecting approved grout
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Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc.complete as per directions of Engineer-in-Charge.; (The payment shall be made on the basis of actual weight of approved grout injected.Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used or as per manufacture specification) modified Cement slurry made with non shrink compound in concrete/ RCC work
50
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Fixing nipple
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Providing and inserting 12mm dia pvc injection nipple in honey comb area and along crack line including drilling of holes of required diametre up to depth from 30mm to 80mm at required spacing and making the hole; crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
50
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Fixing-glazed shutters for doors, windows and clerestory
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Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters.
10
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Wood work in frames - doors, windows, clerestory windows and other frames,
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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 & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
1
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Black anti- corrosive bitumastic paint
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Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50
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Acid proof paint
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Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work
50
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Hire charge of concrete demolition hammer
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Hire charge of concrete demolition hammer of model prior to 1000 AVR Hilti or equivalent.
50
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Soling
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Soling with rough stone of size 200 mm, well packed and filling voids with stone chips and required profile with hammer dressed stones having no side less than 15cm, with minimum depth of 20 cm includingpreparing the bedding surface etc. all complete.
20
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Encasing rolled steel sections from 0-5m height
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Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size),including centering and shuttering complete but excluding cost of reinforcement.
10
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Encasing rolled steel sections 5-10m height
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Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand (Zone III) : 3 graded stone aggregate 12.5 mm nominal size), including centering and shuttering but excluding cost of expanded metal and hangers.
5
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Metal mesh
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Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing or rolled steel sections in beams, columns and grillages excluding cost of hangers.
50
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Granite slab
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Providing and laying Polished Granite stone over laboratory working slab in required design and patterns, in linear portions of the slab all complete with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with granite fillers of matching shade including, rubbing, curing and polishing slab and edges, etc. all complete as specified and as directed by the Engineer-in-Charge.;
Polished Granite stone slab jet Black.
5
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Ceramic tiles skirting, risers of steps and dados
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Providing and fixing I st quality ceramic glazed wall tiles (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the engineer in charge) conforming to IS : 15622 (thickness to be specified by the manufacturer), in all colours, 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 epoxy joint fillers of matching shades in required thickness, spacers with 3 mm thick, all complete
40
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Vitrified tiles skirting, risers of steps and dados
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Supply and laying first quality vitrified tiles of approved shade, of any size (upto 1200x600mm) as approved by Engineer -in-Charge and pattern in skirting, risers of steps and dados as per architectural design laid, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 course sand ), with 3mm tile spacer and jointing with with epoxy joint fillers with pigment of matching shades of approved brand in approved pattern with two or more design complete. Tile make: (Kajaria/Simpolo/Somany/Johnson,other approved brand as directed by the Engineer in charge)
30
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