Directorate General Of Lighthouses And Lightships Tender

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Directorate General Of Lighthouses And Lightships - DGLL Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date9 Mar 2023
Closing Date31 Mar 2023
Tender Amount₹ 3,36,82,423 
Notes
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Costs

Summary

Major Structural Repair Retrofitting And Renovation Of Deep Bhavan Office Building

Description

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BOQ Items

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Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted/welded connections without connecting plates, braces etc. as per drawing and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.

1.8

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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil )

70

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Close timbering over areas Depth exceeding 3 m but not exceeding 4.5 m including strutting, shoring and packing cavities (wherever required) etc.complete as directed by Engineer-in-charge (Measurements to be taken of the face area timbered)

55

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Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.

85

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Dismantling aluminium/Gypsum/ wall linning, partitions wall, window grills, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-incharge

520

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Dismantling old plaster (Pebble dash plasters in panel) or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead as directed by the engineer in charge.

3750

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Dismantling 15 to 40 mm dia G.I. pipeExposed on wall including stacking of dismantled pipes(within 50 metres lead) as per direction of Engineer-in-Charge

300

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Dismantling 100 mm dia pipe C.I. or asbestos/PVC rain water pipe with fittings and clamps including stacking the material within 50 metres lead as per direction of Engineer-in-charge

240

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Dismantling of existing unserviceable wooden / steel doors, windows, ventilators, cupboards etc of frames and shutters without damaging the adjacent structure including removal of chowkhats, frames, architraves, holdfasts, hinges, fastening and other attachments and including stacking the serviceable materials and disposing the unserviceable materials from the site with supply of all labours, tools etc. complete as directed by the engineer in charge. (of area 3 sq. metres and below)

84

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Dismantling tile work for thickness of tiles 10 mm to 25 mm in floors and walls laid in cement mortar including stacking the serviceable materials and disposing the unserviceable materials from the site with supply of all labours, tools and materials etc. complete as directed by the engineer in charge

2080

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Demolishing cement concrete Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge ( including dumping at ground level)

31

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Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, all complete as per the direction of engineer in charge ( including dumping at ground level)

31

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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & serviceable materials for reuse and disposing the unserviciable materials within a lead of 50 m including supply of all labours, tools & plants and finishing etc. complete as directed by engineer in charge. ( including dumping at ground level)

83

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Demolishing brick work in cement mortarmanually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. ( including dumping at ground level)

55

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Chipping of unsound/weak concrete material from slabs, beams, columns with manual Chisel including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charg

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50 mm average thickness

910

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25 mm average thickness

1050

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Removing loose rust from the reinforcement bars by wire brushing, light hammering etc. and applying sulphate and chloride free inorganic single component rust remover Rusticide as approved by Engineer in charge conforming to IS 9077. The rusted surface shall become blackish non rusted colour. After 24 hours of application of rust remover, loose particles shall be removed by brush. Apply one more coat of Rusticide. Apply bonding coat slurry of high performance acrylic polymer - Methyl 2-methylpropenoate copolymer with another enoate as approved by Engineer in charge on entire surface. Mix 1 Kg of acrylic polymer with 0.5 Kg of cement. Finish it with ready to use repair polymer modified mortar based on special cements, aldehyde based polymers with thixotropy modifying agents as approved by Engineer in charge (The Polymer Modified Mortar (PMM) should attain min. compressive strength of 20 N/mm2 in 1 day and 30 N/mm2 in 7 days) by adding 13 - 16% water by weight of polymer modified mortar for treatment to the damaged RCC members. Add 1 Kg of Migrating Corrosion Inhibiting Admixture as approved by Engineer in charge per 25 Kg bag of polymer modified mortar. After mixing polymer modified mortar, it can be trowel applied or sprayed. When applying by hand, polymer modified mortar must be forced tightly into the substrate to ensure complete contact with the substrate. (If scaffolding is required, same shall be provided and will be paid under relevant item) (Upto 15 mm thickness at a time).

1050

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Drilling suitable holes Upto and including 12mm dia 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/retrofitting 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

1360

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Providing and laying in situ / ready mix M35 grade RCC jacketing work for the existing RCC structural members beams, columns, slab, walls etc. including cleaning of existing reinforcement from rust to give it a total rust free steel surface by using alkaline chemical rust remover (ROFF/BASF/FOSROC) with paint brush and removing a loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry and providing, mixing and applying epoxy bonding adhesive having coverage 2.2 sqm kg of (ROFF/BASF/FOSROC) on chipped portion of RCC as per specification and direction of Engineer-In-Charge. the rate is exclusive of centering & shuttering and cost of additional reinforcement

30

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MICRO CONCRETE: Providing and laying ready use non shrink Cementious free flow Micro-concrete of Compressive strength 50 Mpa (28 days according to ASTM C 109 of approved make and manufacture, up to any floor in Deep Bhavan building after surface preparation reinforcement treatment coat as per the manufacture recommendation including mixing with 10 mm to 5 mm of free graded coarse aggregate in the ratio of 1 part of approved Micro concrete mix to 0.75 part of graded aggregate by weight for replacing and repairing the damaged surface of RCC members. the cost shall be inclusive of provision of water tight mild steel form works, levelling, fixing, surface preparation, cleaning of reinforcement, supply of all materials, labours, equipment machinery curing etc completed. Payment shall be made on the basis of consumed dry material of micro concrete mix (Product - Renderoc RG of Forsec sikarep microcrete 4 of Sika MasterEmaco S 346 of BASF or equivalent of pidlite)

25000

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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.

265

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FIBRE WRAPPING: Strengthening structural elements by providing &fixing CARBON FIBER(Make Sika or BASF or FOSROC) Surface preparation:Grinding concrete substrate, cleaning it with wire brush removing oil,laitance if present, rounding sharp edges to min 25 mm radius etc. complete. Profiling: providing & Applying compatible Mbrace primer on prepared substrate, Filling the holes and uneven surface with high strength epoxy putty etc. complete IF Required. Wrapping: Providing & Applying first coat of Saturant, cutting the carbon fiber sheet to size, wrapping the fiber sheet to structural element at desired orientation using tamping roller to avoid any air voids etc. complete. Sandpasting: Providing & Applying second coat of Saturant after min.12hrs, rectify air voids if any paste the rive sand on it to make surface rough to take any further finishes (Mode of measurement: Per sq.mt of Mbrace CF400 sheet applied and not surface area of Concrete application & Quantity will be measured including wastage) The rate includes all type of material, application, equipment & scaffolding etc complete. Rate is applicable for all height & level.

110

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Providing and injecting Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work 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.

3105

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Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) 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

280

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Filling the gap Upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.

1900

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work above plinth level upto floor V level, Concrete of M30 grade with minimum cement content of 350 kg /cum using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying,curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.including supply of all materials, tools, labours etc. complete as directed by the engineer in charge

90

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Providing and laying in position, Centering and shuttering including strutting, propping etc. and removal of form including supply of all labours, tools, materials and finishing etc. complete as directed by the engineer in charge.

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Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

590

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Columns, Pillars, Piers, Abutments, Posts and Struts

490.23

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Providing and fixing 12 mm dia. & 100 mm length tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge

350

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Extra for 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 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).

-

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Upto height of 5 m

65

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from 5 m to 10 m

130

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from 10 m to 15 m

885

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Supply, fabrication, hoisting and placing in position Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brand (SAIL / TATA TISCO/ JSW) as per detailed drawing and specifications including cutting, bending and tying with 18 SWG binding wire complete for all heights and depths as directed etc. complete including supply of all labours, tools, materials etc. complete as directed by the engineer in charge.(Placed Measurement weight qty)

9000

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Providing and fixing in position HCRM / CRS Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

6.67

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Providing and laying cement concrete in coping with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including the cost of centering, shuttering and finishing as required or as directed including supply of all materials, tools, labours etc. complete as directed by the engineer in charge.

3.5

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Providing drip mouding 50mm wide plaster drip course/ groove in plastered surface or moulding to R.C.C. projections such as for chajjas, slab projections as and wherever directed with cement mortar 1:2 ( 1 Cement : 2 coarse sand) including supply of all labours, tools, materials, etc. complete as directed by the engineer in charge.

420

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Repairs to plaster With cement mortar 1:4 (1cement: 4 coarse sand) of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineerin-Charge.

1170

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15 mm thick Cement Plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level, including arises, internal rounded angles chamfers and/ or rounded angles not exceeding 80 mm in girth and finished even and smooth in CM 1:4 (1 cement: 4 coarse sand) including supply of all labours, tools, materials, etc. complete as directed by the engineer in charge.

240

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DASH COAT: Providing Dash Coat plaster in C:M. 1:4 upto 40 mm thick to concrete or brick surface in all positions including racking out joints, scaffolding and curing etc. complete.

970

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Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete.

290

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Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete /B.B.masonry and or tying by binding wire etc. complete.

290

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EXTERNAL SAND FACE PLASTER: Providing sand face plaster externally in two coats using approved screened river sand in all positions, including providing base coat of 15mm thick in cement mortar 1:4 mixing approved water proofing compound at the rate of 1 kg./ 50 kg. of cement and curing the same for not less than two days and keeping the surface of base coat rough to receive the sand faced treatment 8mm thick in cement mortar 1:4 and finishing the surface by taking out grains and curing for 14 days including preparing the surface, watering etc. complete.

3750

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Providing and laying integral cement based water proofing treatment With average thickness of 120 mm and minimum thickness at khurra as 65 mm including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge

510

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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.

110

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) with supply of all labours, tools and materials etc. complete as directed by the engineer in charge

3900

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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 with Cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes and sizes with supply of all labours, tools and materials etc. complete as directed by the engineer in charge

55

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Providing precast cement concrete Jali 50 mm thick in 1:2:4 (1 cement : 2 coarse sand(zone-III) :4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits

50

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WALL PIECE: Providing and fixing new Wall Piece of required sizes with all necessary fittings after removing the existing lines, filling the joints, providing PVC sleeves on top, cutting holes in external walls complete as per the direction of Consulting Engineer / in-charge.

24

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Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer (Kajaria/Somany/Jhonson) of premium Quality, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

-

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Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm

110

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Glazed vitrified floor tiles polished finish of size of Tile 600 x 600 mm

600

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Glazed vitrified floor tiles polished finish of size of Tile 600 x 1200 mm

340

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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), (Kajaria/Somany/Jhonson) in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- 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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete as directed by the engineer in charge.

360

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Providing and fixing Granite of approved colour and shade, area of slab over 0.50 sqm, 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 as per direction of Engineer-in-Charge

63

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Providing and fixing Kiln seasoned and chemically treated hollock wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete

2

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Providing and fixing 12 mm thick in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination and other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed arrangement and screws etc. complete

145

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Providing 10 mm thick plaster of Paris (Gypsum anhydrous) flase ceiling of (Gyproc,Lafarge,USG Boral) up to a height of 5 m above floor level excluding cost of frame work but including supply of all materials, labours, tools & plants etc. completed as direction of Engineer-in-charge.

-

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Flat Surface

470

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Curved Surfaces

141

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Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling.

47

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Providing, Supplying and fixing of inter-locking metal G.I. hot dipped galvanised iron sections (galvanized @ 120 grams per sqm including both sides) comprising of T & L, hangers for desing, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) of (Gyproc,Lafarge,USG Boral) i.e. dash fasteners, fully threaded hanger rod and L-shape level adjuster, galvanised iron perimeter wall etc. frames of false ceiling, partitions etc. sawn and fixed in position including supply of all labours, tools, materials and finishing etc. complete as directed by the engineer in charge. including supply of all materials, labours, tools etc. complete as directed by the engineer in charge.

470

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Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of three tracks with rectangular pipe of (JINDAL/MAAN/HINDALCO) 95x38.10x0.90 millimetre at weight 0.637 kg/mtr.with window frame bottom track section 92x31.75x1.30 mm at weight 1.070kg./mtr.Top and side track section 92x31.75x1.30mm at weight 0.933kg/mtr. The shutter should be of bearing bottom 40x18x1.25mm at weight 0.417kg/mtr. inter locking section 40x18x1.10mm at weight 0.469kg/mtr.and handle and top section 40x18x1.25 mm at weight 0.417kg/mtr. as per detailed drawing and as directed by Engineer incharge with all necessary Aluminium section fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted verticle section of shutter including 5 mm thick high performance single glaze unit (SUG)-glass aluminium mosquito net shutter with stainless steel jali with all required screws and nuts etc,complete. With colour anodising with box. including cost of all materials, labour, tools, scaffolding etc; complete

140

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LOUVERS WINDOWS:- Providing and fixing in position powder coated aluminium louvered windows/ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80x38mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.

45

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Providing, Supplying and fixing in position vertical blinds (Vista/Mac or equivalent) made up of approved quality, make and shade, fabric strips of 100mm vide having minimum overlapping of ¾”, made from 100% polyester (non woven) yarn coated with fade resistant polymer to ensure complete opaquity with zero light transmittance, assembled on top aluminium frame (33 mm x 28 mm x 1.2 mm) with powder coated (approx 50 micron) with high quality nylon runners with auto clutch mechanism, stainless steel master runners, stainless steel fitter chains and PVC end covers. The bottom end of the fabrics are suspended with a weight which are to be connected by link chains etc complete as per manufacturer's specifications including supply of all materials, fixtures & fittings, tools and plants, labour etc. complete in all respect as per the instructions of the engineer-incharge.

150

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Providing and fixing Polyester powder coated aluminium of (JINDAL/MAAN/HINDALCO) (minimum thickness of polyester powder coating 50 micron) 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 fixing panels in float glass panes (Saint Gobain glass) of 5.50 mm and 12 mm thick ACP Sheet with decorative lamination on one side and balancing lamination on other side flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll,with Aluminium snap beading , C.P. brass / stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-charge

-

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A) Partition wall

40

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B)Partition door 5 nos

15

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Providing and fixing 35mm thick ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters and ISI marked Stainless Steel butt hinges with necessary screws including lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) and also providing vision panel not exceeding 0.1 sqm (rectangular or square) in all type of flush doors including supply of all labours, tools, materials, rubbing and polishing and finishing etc. complete as directed by the engineer in charge.

30

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Providing and fixing 25 mm thick ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws etc. including supply of all labours, tools, materials, rubbing and polishing and finishing etc. complete as directed by the engineer in charge.

50

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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer of (Hafele India/Dormakaba/Dorset) with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

15

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Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of (Hafele India/Dormakaba/Dorset) with necessary screws etc. Complete as per the direction of the Engineer-in-charge

15

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Providing and fixing twin rubber stopper aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade of (Hafele India/Dormakaba/Dorset), with necessary screws etc. Complete as per the direction of the Engineer-in-charge

15

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Polishing with French spirit Polish (Asian/Burger/Nerolac) in two coats on previously polished wood & wood based surfaces to give an even surface after thoroughly brushing the surface with sand paper, scrappers to remove all dirt’s, spots, loose pieces of scales, cleaning, preparing the surface and filling the holes by with wood filler etc. wherever required including supply of all materials, labours, tools etc. complete as directed by the engineer in charge

15

-

-

... More
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc and Providing and applying white cement based putty of average thickness 1 mm, (Asian/Burger/Shalimar), over the plastered wall surface to prepare the surface even and smooth complete including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

3020

-

-

... More
Distempering with 1st quality acrylic distemper (ready mixed) of (Asian/Burger/Nerolac), of required shade and colour complete, as per manufacturer's specification over a coat of Water thinnable cement primer including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

3305

-

-

... More
Wall painting with premium acrylic emulsion paint of (Asian/Burger/Nerolac) interior grade in two coats, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

380

-

-

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Painting with synthetic enamel paint (Asian/Burger/Nerolac) and manufacture of required colour to give an even shade, one or more coats on old work over metal sufaces after thoroughly brushing the surface with sand paper, scrappers to remove all dirt’s, spots, loose pieces of scales, cleaning, preparing the surface etc. wherever required including supply of all materials, labours, tools etc. complete as directed by the engineer in charge

190

-

-

... More
Finishing walls with two coat Premium Acrylic Smooth exterior paint with Silicone additives of required shade (Asian/Burger/Shalimar) over Old work (Two coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface over existing cement paint surface after thoroughly brushing the surface with sand paper, scrappers to remove all dirt’s, spots, loose pieces of scales, cleaning, preparing the surface etc. wherever required including supply of all materials, labours, tools etc. complete as directed by the engineer in charge

680

-

-

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Hiring/renting with erection & dismantling charges bamboos pandal with Tarpaulin sheet HDPE 250 GSM (Shalimar/Mipatex/Ultratap)to cover the top roof slab of deep bhavan building till completion of monsoon period (considering approximately 4 and half months from mid June to October 2023) in Bamboo/Ballies frame work (C/c distance of double bamboo strip in roof at least 30 cm) over the top RCC roof slab of Deep Bhavan, extended 0.3 meter out side building parapet line including tying and other necessary accessories along with supply of all labour tools materials etc all complete as per direction of Engineer in charge. (Hiring and maintaining for four months) (Without Dismantling of Automation NAIS Antenna)

610

-

-

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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.(Load carrying motor vehicle of 3.5 cum to 4.0 Cum)

87

-

-

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Hire charges of 6 nos.of labours for carriage/shifting of electronic accessories like computer,printer etc, office furnitures and other furnishing items such as office tables, chairs, computer desks, cupboards etc from one floor level to another floor level, dusting and cleaning of the items, covering with protective layer including covering for protection of electronic equipments,adjacent wall pannelings and other stucture during repair/painting works within Deep Bhawan premises including supply of all safety gears, tools and materials etc. complete as directed by the engineer in charge

15

-

-

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Recovery of salvage value/scrap value of recovered material at the time of dismantaling of the above said structure including cost of transport from the site but excluding the cost of dismantaling labours ,tools material etc. complete

-

-

-

... More
Recovered R/F Steel

260

-

-

... More
Recovery of windows, doors

112

-

-

... More
Dismantling of unserviceable/damaged IWC/EWC pan of all sizes including stacking of useful materials near the site and disposal of unserviceable materials within 50 meters lead including supply of all labours, tools and plants, finishing etc. Complete as directed by the engineer in charge.

1

-

-

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved brand (Finolex,Supreme,Astral,Ashirwad), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.

-

-

-

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15 mm nominal outer dia Pipes

35

-

-

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20 mm nominal outer dia Pipes

25

-

-

... More
25 mm nominal outer dia Pipes

20

-

-

... More
40 mm dia (Internal work - Exposed on wall)

145

-

-

... More
80 mm nominal dia Pipes

40

-

-

... More
Providing and fixing unplasticised 110 mm - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete as per direction of Engineer in Charge.

105

-

-

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Providing, Supplying and Installation of Polyethylene Water Storage Tank (Sintex/infra National/) ISI : 12701 marked, with cover and suitable locking arrangement on terrace (at all floor levels) with supporting the whole bottom area of the tank on durable, rigid and level platform, making inlet, outlet, overflow and scour connection, G.I nipples, uPVC Tank connector, nipples and cost of jointing material etc. complete as per specification and including cost of all materials, labours, tools & plats, loading, unloading, transportation etc. complete as directed by engineer in charge.

6000

-

-

... More
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes and unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including fixing necessary clamps, screws and fittings, jointing of pipes & fittings with PVC solvent etc. including walling, making good the wall, ceiling and floor including cost of all materials, Tools & Plants, labour charges etc. complete as directed by the engineer in charge.

-

-

-

... More
(110 mm dia - Single socketed pipes)

40

-

-

... More
Coupler-110 mm

2

-

-

... More
single tee with door-110x110x110 mm

2

-

-

... More
Bend 87.5°-110 mm bend

2

-

-

... More
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes and unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including fixing necessary clamps, screws and fittings, jointing of pipes & fittings with PVC solvent etc. including walling, making good the wall, ceiling and floor including cost of all materials, Tools & Plants, labour charges etc. complete as directed by the engineer in charge.

16

-

-

... More
Providing and fixing wall mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/ make (Jaquar / Parryware/ Hindware), shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect including all necessary fittings for inlet, outlet as and whenever directed supply of all labours, tools, materials, etc. complete

2

-

-

... More
Providing and fixing Water Supply fittings and specials of (Jaquar / Parryware/ Hindware) conforming to relevant IS specification including supply of all labour, materials, tools and plants etc. complete as directed by engineer in charge.

-

-

-

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15 mm nominal bore C.P. Brass Bib cock

4

-

-

... More
15 mm nominal bore C.P. Brass Stop cock (concealed)

2

-

-

... More
15 mm nominal bore C.P. Brass Angle valve for basin mixer and geyser

2

-

-

... More
100 mm dia. shower rose with 15 or 20 mm inlet

2

-

-

... More
PTMT Waste Coupling for wash basin and sink

2

-

-

... More
CP Brass 32mm size Bottle Trap

4

-

-

... More
40 mm dia Semi rigid P.V.C. Waste pipe for sink or wash basin

2

-

-

... More
25 mm diameter mosquito proof coupling

2

-

-

... More
Single lever telephonic wall mixer (Heavy duty)

2

-

-

... More
Jet Spary (Heavy duty)

2

-

-

... More
Flush Cock (Heavy duty)

2

-

-

... More
PVC 15 mm dia connection pipe for W.Basin.

3

-

-

... More
25 mm dia CPVC Valve

15

-

-

... More
32 mm dia CPVC Valve

20

-

-

... More
40 mm dia CPVC Valve

35

-

-

... More
15 mm dia Lead flexible Pipe for Geycer.

2

-

-

... More
Removing and refixing of tile work for thickness of tiles above 25 mm and up to 40 mm in floors and roofs laid in cement mortar including stacking material within 50 metres lead and supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

775

-

-

... More
Dismantling C.I. or asbestos rain water /Gutter pipe with fittings including stacking the material within 50 metres lead including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

12

-

-

... More
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required,in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m complete including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

4

-

-

... More
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level complete at all levels including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

1

-

-

... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. Pipes including bed concrete as per standard design, all complete as per the direction of Engineer-In-Charge.

3

-

-

... More
Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.including supply of all labour tools materials etc all complete as per direction of Engineer-in-Charge

3

-

-

... More
Providing and fixing 100 mm sand cast Iron grating for gully trap as and wherever directed including supply of all labours, tools, materials etc complete as directed by engineer in charge.

4

-

-

... More
Recovery of salvage value/scrap value of recovered material like reinforcement steel, windows, MS Frame, Float glass panes, Door shutters, false ceiling boards, wall panelling and water supply pipes and fitting at the time of the above said structure including cost of transport from the site but excluding the cost of dismantaling labours ,tools material etc. complete

1

-

-

... More
Making connection for pipe of 300 mm dia of drain line with existing drainage line includingbreaking into and making good the walls, floors with cement concrete 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarsesand), finished with a floating coat of neat cement and making necessary channels for the drain etc. all complete as per the direction of Engineer-In-Charge.

1

-

-



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