Demolition of wall at PCC 1 for erecting new PCC at IBP in KMML.

Amount

Demolition of Wall by providing proper covering for existing electrical panels.

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

Dismantling Steel door

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

Dismantling of Rolling Shutter

od205596/2023_2024 : Dismantling of M.S rolling shutter of area beyond 3 sqm including necessary scaffolding ,All complete as per the instruction of Engineer in charge.

Demolition of RCC by providing proper covering for existing electrical panels.

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.

Demolition of CC by providing proper covering for existing electrical panels.

15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

Dismantling of Soling

od215466/2023_2024 : Demolishing stone rubble Soling manually / by mechanical means and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:

Excavation

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

Shoring

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

Dewatering

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

Soling

od191445/2023_2024 : 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 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete.

od191449/2023_2024 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:<br>1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

Shuttering

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.

Steel reinforcement up to Plinth level

od191450/2023_2024 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level<br>Thermo - Mechanically Treated bars of grade Fe-500D or more. TMT bars supplied by KMML

RCC for Bed

od191573/2023_2024 : 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. Required cement shall be supplied by KMML

RCC for Trench Wall

od191614/2023_2024 : 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 to floor five level excluding cost of centering, shuttering, finishing and reinforcement. Required cement shall be supplied by KMML ;1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement above Plinth level

od195817/2023_2024 : 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 (TMT steel bars shall be supplied by company)

Lifting and Placing Structural beam including primer coat

od191618/2023_2024 : 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 epoxy steel primer and Epoxy paint (two or more coats) all complete.

Brick Work

od191619/2023_2024 : 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)(from floor 2 level up to floor 5 level). The required cement shall be supplied by the company.

Plastering

od191621/2023_2024 : Plastering with 12 mm cement plaster of mix: ;1:4 ( 1 cement : 4 fine sand)(The required cement shall<br>be supplied by KMML at our store)

Centering and shuttering for lintel & Plinth beam

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

Anchoring Steel reinforcement using epoxy resin anchor grout

od192785/2023_2024 : Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.;Upto and including 16mm dia.

RCC work for Lintel

od192798/2023_2024 : Reinforced cement concrete work in beams, slabs, suspended floors, roofs, having slope up to 15cm 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).Cement and TMT bars supplied by KMML

uPVC door Frame

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-chargeExtruded section profile size 48x40 mm

uPVC Door shutter

9.118.1 : Providing and fixing to existing door frames 24 mm thick factory made uPVC 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.

Precast RCC lintel

od192931/2023_2024 : Providing and laying in position specified grade of reinforced cement concrete for precast beam and lifting, conveying and fixing the newly casted RCC beam in position including all labour charges and miscellaneous expenses etc complete, excluding the cost of centering, shuttering, finishing and reinforcement - 1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size excluding the cost of cement ( cement supplied by company)

Precast RCC Cover Slab

od192939/2023_2024 : Providing and laying in position specified grade of reinforced cement concrete for precast slab and lifting, conveying and fixing the newly casted RCC slab in position including all labour charges and miscellaneous expenses etc complete, 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. Required cement supplied by kmml

Painting with Primer coat

13.85.3 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre

Tower bolt

9.74.3 : Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:150x10 mm

Multi point lock set with Handle

od196167/2023_2024 : Providing and fixing multi point lock set approved by Engineer in charge to the Upvc door shutter with powder coated aluminum handle, key set and necessary screws etc.complete

Scaffolding

14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .

P T JAYAPAL

M ABDULSHUKKOOR

Bidder Name

KMML LAPA CONSTRUCTIONS AND LABOUR CONTRACT CO-OPERATIVE SOCIETY

P T JAYAPAL

M ABDULSHUKKOOR