Providing a shed over AHU, Automatic lead lined door, Chemical based waterproofing works and misc. Civil and PH works at various places in BARC Hospital, Anushaktinagar, Mumbai.

Amount

Dismantling brick work in Cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100 m lead as per direction of Engineer-in-charge

Dismantling brick bat coba cement based water proofing over roof and chajjas carefully without damaging adjacent structures including lowering and stacking of materials and dispoal of unserviceable materials within 200 m lead as per direction of Engineer-in-charge

Dismantling G.I pipes of all diameter external work including excavation and refilling trenches after taking out pipes manually / by mechanical means including stacking of pipes within 100 m lead as per direction of Engineer-in-charge

Dismantling C.I pipes of following dia in shafts / open piping including taking out the pipes manually, breaking lead caulked joints, melting of lead, making into blocks including stacking of pipes within a lead of 200 m as per direction of Engineer-in-charge

150 Dia C. I pipe

Dismantling PVC or Asbestos rain water pipe of all diameter with fittings and clamps including the serviceable materials within 100 m lead as directed by the Engineer-in-charge

Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead

STRUCTURAL REPAIRS WORKS WITH PRE-PACKED DUAL SHRINKAGE CONTROLLED (volume stable in wet & hardened state), single-component ready-to-use, structural grade high build, alkali-resistant, fibre reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process: 1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc. Mechanically profile and prepare concrete surfaces by abrasive blasting, water jetting or other engineer approved methods. 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application. 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float. The polymer modified mortar shall have the following properties/technical parameters: (A) Properties / technical parameters of pre-packed Polymer Modified Mortar: i) Compressive strength 1 day: Min. 20 MPa (as per BS:6319 : Part 2) ii) Compressive strength 7 days: Min. 35 MPa (as per BS:6319 : Part 2) iii) Compressive strength 28 days: Min. 45 MPa (as per BS:6319 : Part 2) iv) Flexural strength in 28 days: Min. 7 Mpa (as per BS:6319 : Part 3) v) Tensile strength in 28 days: Min. 2.5 MPa (as per BS:6319 : Part 7) vi) Bond strength: Min. 5 MPa (as per ASTM : C881) vii) Water permeability: less than 1% (as per ASTM : C881) viii) Drying shrinkage in 28 days: less than 1000 microstrain (as per ASTM C 157-93) ix) Potential Alkali Reactivity - : <0.1% Expansion % (ASTM C1260) (B) Properties / technical parameters of SBR polymer bond coat material: i) Meets the requirements of BS 6319 part 2:1983 & ASTM C 190-85 standards ii) Total solids % by mass at 105°C: 38 + 1 iii) pH value: 7.5 to 9.5 iv) Specific gravity at 27.5°C: 1 to 1.05 v) Coverage: 4.2 - 4.5 sq.m/kg per coat. Notes:- (a)Placing and finishing the same with trowel / hand packing carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, columns, etc. (b) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per process no. (3) mentioned above in the BOQ item, to be applied and further thickness of repair to be continued for each layer. (c) The surface preparation & method of application shall be as per manufacturer's technical data sheet. (d) The double tubular steel scaffolding will be paid separately in relevant item. (e) Sampling and testing of cube specimen for compressive strength test shall be as per BS 6319 - Part-2.Other tests mentioned above shall be carried out if required as per the direction of the EIC and the cost of which shall be deemed to be included in the quoted rate (f) For each batch of mortar mixed, following records, i.e Quantity of mortar (kg) mixed, Amount of water added to the mix, Location of application and the area covered.(g) Payment will be paid on the basis of actual consumption of PMM & Reinforcement will be paid in the relevant item. (h) Safety Precuations:- Use wear tight-fitting, dust-resistant, chemical splash goggles and dust respirator, if airborne dust is generated, wear protective rubber hand gloves, wear appropriate clothing to prevent any possibility of skin contact. The above item of work is inclusive of all materials, labour, machinery, tools & tackels, consumables, trasportation, loading & unloading, safety PPEs etc. all complete as directed by Engineer-in charge at site using approved pre-packed polymer modified mortar suitable for structural repair works.

Providing & storing at stores Styrene Butadiene Rubber (SBR) polymer for repairing work confirming to relevant IS specification all complete as per specification and as directed by Engineer-in-charge.

Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels

Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels - for Superstructure

Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in-charge

Providing STRUCTURAL STEEL WORK USING ANGLES, CHANNELS, JOISTS AND OTHER SECTIONS, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Project Engineer. Up to and including 300mm Joists, 350mm channels, and below sections Using materials of confirming to IS:2062 only. All test reports to be provided along with the supply of the materials. 'Notes : '(1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (3) Edges of plates shall be grinded to uniform smooth finish. '(4) Full length welding shall be carried out as directed by the EIC.

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials of confirming to IS:2062 only. All test reports to be provided along with the supply of the materials. 'Notes : '(1) Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. '(2) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (3) Edges of plates shall be grinded to uniform smooth finish. '(4) Full length welding shall be carried out as directed by the EIC.

Providing, supplying, cutting, welding, fabricating, hoisting and fixing in position structural steel members like trusses, purlins, posts etc. using MS hollow / circular / square / rectangular tubular sections including appling a coat of Zinc chromate primer of approved make all as per specifications, drawings and as directed by the Engineer in charge.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including, plates etc. special sections as per drawings, specifications. complete as directed by the Engineer-in-charge

Supplying, fabricating, testing, transporting, handling and erecting at required positions and levels metal roofing and canopy roofing including flashings and insulation etc. as per approved drawings and design complete as directed by the Engineer-in-charge including all consumables comprising of the following: Double skin insulated standing seam roofing system comprising of 0.50 mm thick colour coated / bare Al-Zinc Alloy coated steel 0.50 mm with overall width of 400 to 500mm by seaming for 100% water tightness on outer face and 0.50 mm thick inner linear sheet with galvalume sheet profile and physical material properties as specified. These sheets shall be fixed on specially reinforced polyamide or acetylyte anti friction di electric brackets at every location for permitting unhindered, free sheet movement at all required locations. The profile shall have a special in built drainage joint at side laps to make it fully watertight even in fully submerged condition. It shall have overall depth of 100 mm from horizontal after fixing. The side laps shall be of interlocking type without requirement of any mechanical seamer. Insulation: This shall be comprising of two layers of rockwool insulation each of 50 mm thick with density of 48 kg / Cu. M. Sub Grit (Top Hat) 1.5 mm thick Glavanised steel hat section fixed to main purlins, above first layer of insulation, to support the aluminium sheets. Inner linear sheet of 0.50 mm nominal TCT of physical material properties as specified. Vapour Control layer : The vapour contol layer to reduce the movement of water vapour from inside the building through the roof construction to reduce the risk of condensation shall consists of 3 layer membrane to be laid continuous across its surface shall be fully sealed at laps, perimeters, penetrations to ensure effectiveness & aluminium foil of 0.50mm thick laid over insulation board. Notes : 1. Cost of sealants, double adhesive tapes etc. shall be deemed to be included in the quoted rates. 2. Shade of roofing sheet shall be as approved by EIC. Roofing sheet shall be bent to curved profile at factory at no additional cost to the department.

Providing and fixing precoated Galvalume roofing accessories using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete. Roofing accessories of galvalume sheet above 600mm total width up to 1200 mm for ridges, gutters, aprons and flashings

Providing and fixing Heavy-Duty Torque controlled Expansion anchor fastener, including drilling in concrete as per requirement for Ep's or other structures all as specified by the manufacturer complete, all as per specifications and drawings and as directed by Engineer-in-Charge. M-12x222 mm long Note: Tentative / suggested make for guidance of the bidder(s): M/s HILTI HSL4-G make or equivalent make and material.

LEAD CHARGES FOR LEAD OF DEBRIS by mechanical transport including loading, unloading, stacking / levelling etc. Notes : 1. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement. 2. Finding authorised ground for disposing debries, transporting of debries at disposal ground, disposing, stacking, leveling & statutory charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Truck Load.

Debris Beyond 4 Km but up to and including 5 Km.

Debris Beyond 5 Km for every 1KM or part thereof

Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing 15 mm thick Internal plaster in cement mortar 1:4 without cement punning (using Crushed Sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, scaffolding, curing all as per specifications, drawings and as directed at site complete.

Preparing the existing water proofing by making it slightly rough by grinding the same by mechanical means and cleaning the surface, removal of polycon net etc. and to make it free from all unwanted dust, loose material and other contaminants that may damage the water proofing treatment complete as directed by the Engineer-in-charge

Removing bitumen based /chemical based waterproofing Treatment with synthetic wire mesh from terrace, chajjas etc. disposing within 50 mtr.

Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge

Using 100% SFMC

Using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)

Grading roof for water proofing treatment with concrete / cement mortar as specified to obtain proper slope all as directed by the Project engineer. By using Cement Mortar 1:3 using 100% Manufactured sand.

Extra for providing and mixing WATERPROOFING COMPOUND added @2% by weight of cement or in the proportion by the manufacturer and as directed by the Engineer-in-charge.

Providing cement based waterproofing treatment to new terraces/chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar 1:4 (using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge.

Providing and applying cold liquid Polyurethane waterproofing system having following layers: (a) Primer / base coat: Providing and applying (Pre-Measured Packed) silver grey coloured 2 (two) component solvent free, odourless, Epoxy-based Primer with excellent adhesive property on the clean and grinded surface/substrate. The substrate can be slightly moist (in concrete, the moisture must be less than 20 %), sound and free from any material that would hinder good adhesion. Mix component 'A' into component 'B' in ratio of 1: 0.16 by weight thoroughly with a clean stirring stick. The mixture should be of uniform colour & free from streaks and be applied evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane/ coating. The consumption, depending on the nature and condition of the substrate for priming, should be within the range of 250 – 400 gm/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. (b) Top coat: Providing and applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system and special needle punched non woven, system compatible polyester fleece of minimum 120 GSM as reinforcement. The cold liquid applied reinforced system shall have high crack bridging property and shall be UV stable, solvent-free, Cool Roof system. Application procedure: (i) Stir the material well before use. (ii) 2/3rd of the waterproofing mix material to be applied on the primed substrate and the special polyester fleece of min. 120 gsm to be rolled with roller including removal of air bubbles with an overlap of min. 5 cm. (iii) The remaining 1/3rd of the waterproofing material to be poured onto the surface until complete saturation is achieved. The layers should be applied on wet surface of earlier coat and there should not be any time lag during the laying of the system. (iv) After curing, one coat of material approx. 300g/sq.m. to be applied after 24 hours. (v) The total system of waterproofing for material and components shall be procured from single manufacturer. (vi) The total thickness achieved from the application should be from 1.4 to 1.7 mm. (vii) The total consumption of mix waterproofing depending on the nature, porosity and condition of the substrate should be in the range of 2.3 to 2.7 kg/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. Specifications/Technical Parameters: The tensile strength of the membrane shall be min. 8.60 N/sq.mm and Elongation at break with fleece shall be min. 83.0 % (with fleece). The Tear Resistance of the membrane shall be min. 41.0 N/mm, Solar Reflection Index (SRI) Value of membrane shall be min. 100, Degree of solar reflectance of the membrane shall be min. 85% and adhesive strength shall be min. 2.40 N/sq.mm. etc. Note : The contractor shall provide min. 10 (ten) years Leak Proof Performance warranty for the complete waterproofing work. Tentative / suggested make for the guidance of bidder(s): Kemperol 1K system of M/s Kemper System Pvt. Ltd. or equivalent .

Clean the surface with wire brush and wash with a high pressure water jet to remove dust, dirt etc. FILLING THE CRACKS USING POLYURETHANE BASED MOISTURE TRIGGERED SEALANT WITH 50% MAF. The rate will be inclusive of labour, material , tools and all consumables etc. complete as directed by Engineer in charge.

Cleaning the Surface with wire brush, high pressure water jet to remove dust, dirt etc. All Honeycombs/ loose concrete will be treated using low-shrink cement mortar. The construction joints will be chased open and filled with high strength polymer mortar & grouted with cement slurry by fixing nozzles at distance of 2m c/c. Providing and applying cementitious based crystalline slurry in two coats in depth concrete waterproofing to Raft and Retaining wall from Inside and terrace slabs from outside. Waterproofing material, shall react with the free lime and moisture within the capillary tracts of the concrete, to form insoluble gel crystals that penetrate deep into the concrete. These insoluble crystals formed shall permanently block the capillaries and minor cracks up to 0.3mm width that are present in the concrete, and driving out water to provide a permanently waterproofed concrete. The compound of active chemicals, while in the absence of moisture shall remain dormant and re-activate once the concrete structure is re-exposed to moisture or water. 'The cementitious waterproofing treatment should remain waterproofed even under pressure (tested in accordance to DIN 1048), and at the same time allow the concrete to "breathe" by allowing the passage of water vapor out of the structure. Note : Tentative/suggested make for the guidance of the bidder (s) : M/s Tremco India Pvt Ltd, Vandex Super or equivalent approved make

Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoes etc for Rain water down take pipes Confirming to IS.3989 of approved make including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

150 mm C.I. rainwater down take pipe with 1.20 Kg lead per joint (pipe as per IS 3989)

Providing and fixing 150 mm x 150 mm cast iron grating for rain water down takes at roof including chipping and grouting complete all as directed by the Engineer-in-charge

Core cutting in RCC beyond 150 mm up to and including 200 mm Dia

Providing and fixing of Packer with S.S. Nozzles as per manufacturers specification and direction of Engineer-in-charge.

Cleaning the horizontal and vertical surface, chasing and opening the construction joints, cracks, honeycombing area and grouting the surface with low viscosity liquid Epoxy grout as per manufacturer's specification including cost of all types of required tools, tackles, machinery etc. and cleaning the floor surface with required thinner & oils etc. all complete as per direction of Engineer-in-charge.

Providing Rough cast plastering 25 mm thick for exterior masonry and concrete surfaces laid in 2 operations base coat with cement mortar 1:4, (using crushed sand), 15 mm thick and finishing coat with cement and gravel/ stone chips in proportion of 1:3, 10 mm thick including double scaffolding up to 10.00 metres height wherever necessary, curing and hacking of concrete surfaces, addition of water proofing compound @ 2% by weight of cement or as per manufacturers specifications for both the coats complete as directed by the Enginner-in-charge (water proofing compound to be supplied by the contractor)

Extra for Plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof

Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge.

Providing, laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make.

20 mm dia G.I pipe

25 mm dia G.I pipe

50 mm dia G.I pipe

Providing and painting walls with (Two coats) of approved shade protective, elastomeric water proof exterior grade paint of approved make of required shade, minimium dry film thickness of 250 microns acheived in two or more coats / as per manudacturer's specifications including preparation of the surfaces by scrapping / wire brush, scaffolding complete. Primer coat will be with approved make with water in ratio of 1:2 and 2 coats of finishing coat without water all as directed by Engineer-in-charge.

Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces

Providing and painting with Epoxy PU paint using 3 coats of (180 Micron dry film thickness) Epoxy PU high building coating of approved make as finishing coat over a priming coat of clear lacquer primer over concrete/ plastered surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 180 micron (180 micron finishing coat) On CONCRETE surfaces

Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding

Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately)

Anodised Aluminium sections (Minimum anodizing thickness of 15 micron)

Extra for colour anodizing

Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item)

With clear float glass panes of 6.00 mm thickness

Replacing of old automatic door by Providing, installation and commissioning of Hermatically sealed, lead shielded, Automatic sliding Door of size 1730mm x 2150mm, hermatically sealed single leaf having 60 mm thickness door with 2 mm thick lead lining conforming DIN EN 17640 and fully automated with PIR core (CFC free) with high pressure laminate on both side door conforming EN438-3:2005 with easily replaceable EPDM gasket allaround, Vision panel as insulated (lead glass) flushed with door surface, if required, Automation with touchless sensor and foot switches, having noise insulation of 28 db including cost of all type machinery, tools, labour charges etc. to complete the work as per drawing, specification and direction of Engineer-In-Charge. (As per technical specification no TS-01)

Providing and fixing in position 50 mm thick Joint filler board of Approved make in expansion joints to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Engineer in charge.

Providing supplying and sealing the Expansion Joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints by removing the expansion joint board up to 25 mm deep and cleaning the surface neatly and filling Gungrade sealant up to 25 mm deep to the lines and levels complete all as per manufacturers specifications and as directed by the Engineer-in-charge. For 50 mm wide expansion Joints.

CARRYING OUT MANUAL MISC. CARPENTRY / PLUMBING / CIVIL / MASONRY JOBS like minor repairs, fixing fitting and fixtures etc. as and when required and as directed by the Engineer-in-charge Note: 1. Labours shall bring necessary carpentary / plumbing tools, minimum materials such as washher, taflon tape, rawlpludge, screws, clips etc. 2) Payment shall be made as per the Log book duly approved by the Enginner in charge. 3) Contrator shall arrange necessary Police Verification Certificate for the workers engaged for thess work. 4) The contractor shall deploy one skilled, semiskilled or unskilled person for each job for 8 1/2 hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift whenever necessary as per the discretion of the Engineer-in-Charge during the contract period.

UNSKILLED CARPENTERY/PLUMBING/MASONRY JOB / WORKS with valid Police Verification Certificate for entire contract period.

vikas construction (BID ID -3208599)

Shivkrupa Enterprises (BID ID -3207992)

S.V ASSOCIATES (BID ID -3208788)

RESHMA CONSTRUCTION (BID ID -3207338)

Polymer Applicators (BID ID -3208595)