Civil Works

Amount

Providing and fixing of 2mm thick JEOFLOR PREMIUM + vinyl flooring, 100% recycled flexible homogeneous and monolayer in construction and should be manufactured by calendering & pressing process of size in approved pattern, to ensure a dense, smooth surface and non-directional design, color dyed as a raw mixture to ensure even color throughout the thickness and its surface should be densely compacted for improving wear and ease of maintenance with Anti-bacterial and Fungicidal properties. The flooring shall incorporate a specially formulated PUR+ Surface Treatment and increases the durability of the flooring. It incorporates bacteriostatic and fungistatic actions, tested for Anti-bacterial activity (ISO 22196 → >99% inhibit the growth of bacteria) JEOFLOR or EQUVALENT

Supplying fabricating & Fixing in position SS wall cladding using stainless steel sheets made-up of SS304 (Equivalent to IS 6911-04, Cr 19, Ni 19) 1.6 mm thick minimum 8 - 8.5 % nickel and 18 % chromium sourced from original stainless steel manufacturer with plastic surface protection taping that can be pleaded out after installation the sheets should be clipped to the clips which were to MS frame made of 50 x 50 x 4 mm MS angles run at both direction well anchored on the wall with necessary clamps , wooden plugs etc., at 1m interval on both directions the clip and the frame .Work should be Tig welded using 308 L grade SSS electrode, the stainless steel joints have to be welded to have proper joints less panelling , to upkeep the sterility inside the theatre with proper packing with bison board. The plastic tape has to be pleaded off after completing all the works and fine cleaning has to be done with acetone for shining etc. complete as specified by the dept. officer

Supplying fabricating & Fixing in position False ceiling using stainless steel sheets made-up of SS304 (Equivalent to IS 6911-04, Cr 19, Ni 19) 1.6 mm thick minimum 8 - 8.5 % nickel and 18 % chromium sourced from original stainless steel manufacturer with plastic surface protection taping that can be pleaded out after installation the sheets should be clipped to the suspended stainless anchors made out of 25 mm stainless steel angles of 3mm thick and SS 304 grade forming 1 m grade points. The horizontal members shall be TIG welded to the stainless steel anchors to from the clip on grid. The Suspended shall be held with stainless steel grip bolts and plates, the length of suspended anchors will depend on the room size and the height at which the false ceiling is desired. The horizontal joints should be kept to minimum, suitable adhesive of Eg. Silica gel is to used between horizontal segments so that the joint between two segments is not more than 0.2mm. The plastic tape has to be pleaded off after completing all the works and fine cleaning has to be done with acetone for shining etc. complete as specified by the dept. officer

Supplying, fabricating and fixing in position factory made Stainless Steel Flush Door Shutter 35mm thick using SS 304 Grade 1.6 mm thick, Stainless Sheets on both sides (Equivalent to IS 6911-04 Cr. 19, Ni 9) minimum 8-8.5% nickel and 18% chromium sourced from original stainless steel manufacturer with view panel size 30mm x 45mm made up of 6mm thick clear toughened glass fitted with double side adhesive tape and finished with dowconing silicon sealant, floor pring for each shutter, consealed tower bolt, suitable stainless steel locking arrangement and other necessary furniture fittings of approved quality. The vertical styles and other frame members and cross stiffeners shall be of same quality stainless steel box section of suitable size and thickness with proper core material as prescribed by the Departmental Officers

SS SURGICAL SCRUB STATION (Washing Sink)Compact surgical scrub sink should be Double sink combination designed for use in OT complex providing for Pre-OT scrub up. Scrub station should be fabricated from 18-gauge 316/304 stainless steel and should be seamlessly welded construction polished to a satin finish. The scrub sink should be provided with a front access panel, which should be easily removable for access to the water controlling valve, waste connections, stoppers and strainers. Hands free operation should include infrared sensors with built-in range of adjustment. / Manual. Thermostatic mixing valve control should be located behind the access panel and maintain constant water temperature adjustable water temperature setting should be provided. The scrub station should be provided with infrared sensors, thermostatic control . – taps with fail safe temperature controls. All units should have reduced anti – splash fronts. Knee/Foot operated switch should be provided. Fixing of Elbow operated scrub sink. It is an advanced compact fully stainless steel scrub sink which offers two scrub station. Scrub sink is fabricated from type 304, 1.2 mm stainless steel. The scrub is polished to a satin finish. The scrub sink is fitted outwith Elbow tap (2no’s.) The unit is designed to be installed on the wall using brackets. Make : MICROFLOW

Single Arm Pendent Mounted on Ceiling Height with Din Outlets (Medical Gas) 4 nos and Pressure Gauges for oxygen, nitrous oxide, Electrical Sockets 6 nos - 5/15A. Adjustable shelves or instrument tray and as directed by the Departmental Officers. All items are MS Powder coated. The cost includes cost of all materials, labour charges, dismantling and re-doing masonry to original condtion, painting of masonry works taxes including tranports, risk allowance, scaffolidng etc., complete and as per IS Code 12827 / 1989 & ISO 7396/1987 Specification

Single Arm Pendent Mounted on Ceiling Height with Din Outlets (Medical Gas) 8 nos and Pressure Gauges for oxygen, nitrous oxide, Electrical Sockets minimum 3 nos - 5/15A. Adjustable shelves or instrument tray and as directed by the Departmental Officers. All items are MS Powder coated. The cost includes cost of all materials, labour charges, dismantling and re-doing masonry to original condtion, painting of masonry works taxes including tranports, risk allowance, scaffolidng etc., complete and as per IS Code 12827 / 1989 & ISO 7396/1987 Specification

Supply and installationi of Anutone (or) Equivalent Brand of Acoustical False Ceiling of subtex nubby, square edge, glass fibre core fully encapsulated ceiling tile of size 595 x 595 x 15mm having volume density 120Kgs/m3, weight 1.8/2.4/3 kg/m2 which is suspended by using 0.3mm thick skelet trelis T15 metal grid system. Skelet trelis T15metal grid system of 600 x 600mm module includes skelet WA15 W30 wall angel with unequal flanges of 15/19mm, length 3000mm, fixed along the perimeter of walls with the help of nylon sleves and suitable fasteners at 300mm centers. Then suspend the skelet MT15 W36 Main T wtih flange width 15mm, height 32mm and length 3600mm, , from the soffit slab with help of soffit cleat and wire rod with leveling spring clip at 1200mm centres. Skelet CT15 W12 CrossT with flange width 15mm, height 26mm and length 1200mm is interlocked into the pre-cut slots in the Main T15 at 600mm centers in the perpendicular direction to the Main T15. Finally, the skelet CT15W06 CrossT with flange width 15mm, height 26mm and length 600mm are interlocked into the precut slots in the CT15W12 CrossT in direction parallel ot the Main T15 to result in 600 x 600mm double. The subtex nubby square edge of size 595 x 595 x 15mm shall be placed into the grid size of 600 x 600mm. Ensure arrow marks behind the tiles are oriented in one direction to achieve uniform shade. The systems to achieve noise reduction coefficient not less than 0.9 NRC, so as to have an neat appearance as directed by the department offices. The cost includes, cost of material, cost of labour, scaffolding, transportation, conveyance etc. complying to standard specification.

Providing and fixing 8mm thick Calcium Silicate Board Designed and Perforated for False Ceiling which includes shaped GI channels of size25x25x0.50mm thick suspended from ceiling at 1.2m both longitudinal and cross vertical support and fixing shaped GI channels of size 50 x 30 x 0.50mm and 150 x 10 x 0.50mm thick at 0.60m centre longitudinal and cross direction for vertical supports and fixing U shaped GI channels of size 50x30x0.50mm thick and 50x10x0.50mm thick at 0.60m centre to centre in cross directionand respectively for horizantal supports of zig-zag pattern and fixing of calcium Silicate Board in the Panel provided inthe design pattern given the standard specfication and as directed by the departmental officers. The rate shall be inclusive of finishing the edges and wall junctions with suitable lipping and cornice arrangements.

Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth.

Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation, basement, etc with filling crushed stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means

Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).

Supplying and erecting centering for plane surfaces such as RCC Floor/Roof beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m (expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2.40 x 3.0m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c and with Cross bracings provided at two levels at a spacing of 1.80m etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting above 3.60m upto 4.90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2.40m x 3.00m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) with Cross bracings provided at two levels at a spacing of 1.80m ,etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid).

Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be rovided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical upport @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid)

Brick work in following Cement Mortar 1:5 using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 12.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.

In Foundation and Basement

Brick work in following Cement Mortar 1:6 using best quality Fly ash Brick of size 230x110x75mm with class designation of 12.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge.

In Ground floor

Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 6-10mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means

Providing and laying in position, standardised concrete Mix M-20 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10- 12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials).

In Foundation and Basement

Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

In Foundation and Basement

In Ground Floor

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)

For Foundation & Basement

For above Ground level

Supplying and erecting pull and push type Rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc., a) Manually operated (up to 8 m2 area)

Fabrication, supply and fixing in position of 'N' type ventilators using M.S. angle of size 25 x 25 x5 mm for frame and M.S. Flat of size 20 x 3 mm for fixing the weld mesh and using 25 x 22 x3 mm 'T' section for frame glass. Special type of Hold fast welded to the frame of 45 degree inclined towards centre for wall and fxing the weldmesh 25mm square including cost of 3mm thick pinheaded glass panes for all panels and fixing the glass panels with necessary clips & putties with required bolts, nuts and washers and one coat of red oxide primer etc. including necessary dismantling, making holes in RCC columns, beams, masonry wherever necessary with power drill to the extend required and made good to the original conditions after fising as directed by the departmental officers.

Paving the floor with kota stone slab of size 600 x 600 of 18 / 20mm (un-polished) in all floors laid in of cement mortor 1:3 (one cement three crushed stone sand), 20mm thick and pointed with colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)

40 mm thick

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete

Wet Mix Macadam (Table 400-13) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406

Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers

Supplying and applying of two coats of Putty 3mm thick over the exposed RCC Surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be througly cleaned out of dust and scrubbing the surface shall than be allowed to dry for atleast 48 hours. It shall be than sand papered (Waterpoof abrasive sheet) to give a smooth and even surface. any uneveness shall be made good by applying 1 st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2 nd coat of putty after 6 hours of 1 st coat of putty and then sand papering ( Waterpoof abrasive sheet) the same after its dry and finishing the surface smoothy etc.,complete complying with standard specifiction and as directed by the departmental officers.(The rate inclusive of hire charges for grinding machine with wheel,cost of sand paper(Waterpoof abrasive sheet) cost of putty blade,labour charges for grinding the joints and sand papering,two coats putty,scrapping the putty area to level the surface smooth etc., complete). The putty should be got approved by the Execuctive engineer before use on work.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers.

Painting the wall with Texture Finish Putty with Paint including labour charges etc., complete complying with standard specification.

Medial Gas Copper Pipeline arrangement to hang on the wall of socket type connection installation of seamless cleaned and degreased non aresenical phosphorous gas copper pipe line with saddles complete with brazing work including all copper fitting (tee, elbow, reducer, coupling) The copper pipelines should be tested suitable for a steam of working pressure of 17.34 kg/ cm2 (17 bar) and confirm to BS 864 Standard with specially made for brazed socket type connection. The medical gas copper pipeline should be tested as per standard and commissioning after painting as per International Code No. IS 2379/1963 Table-V. The pipe lines installed at hte various wings and floors etc., complete as directed by the Departmental Officers as per IS code 12827/1989 & ISO 7396/1987 Specification.

10mm OD 0.90mm thick copper pipe

15mm OD 0.90mm thick copper pipe

22mm OD 0.90mm thick copper pipe

28mm OD 0.90mm thick copper pipe

42mm OD 0.90mm thick copper pipe

Brass Isolation Valve suitable for the copper pipe and should be of not lubricated 90 degree turn lever ball valve of reputed make, connected in line with medical gas pipe line system by using suitable size brass valve adopter union, ferrule, nipple, rubber "O" ring, tapion lap and etc. All pipe line regulators shall be capable of controlling pipe line pressure and must compatible with the requirements specified in IS 12827 /1989. All valves should be pneumatically tested for twice the working pressure for the gas line as per IS Code 12827/1989 & ISO 7396/1987 Specification,

22mm Isolation Valve

28mm Isolation Valve

42mm Isolation Valve

Design,supply&fixing of Gas outlet points:(Self Sealing type-Single/Dinoutlet type) with S type bracket made up of copper and the out let of non-interchangeable for other gas.The outlet points are brazed with brass bracket with self sealing valve(stainless steel) with all accessories and complete set and are converted by plastic cover duly colour coated as per specific gas and button cover etc.,complete as directed by the departmental officers and as per IS Code 12827/1989 & ISO 7396/1987 specification.

Drilling of borewell anywhere in Tamilnadu including transporation from one place to another place with in Tamilnadu in alluvival soil or sedimentary strata of clay and sand or sand, stone, shale pebbles, boulders etc., by first taking a pilot bore of 140mm/150mm direct or reverse rotatry mud and circulation method using rotary rig, fuel, labour, drilling, betonite mud and water required for drilling at the site shown by the TWAD officers including construction of mud pit using Rotary Rig are to be used. (Bore well 0 to 60m)

Reaming from 6" Pilot bore to 12" size bore as directed by the TWAD board offices. (Bore well 0 to 60m)

Supplying and delivery of PVC Casing pipe as per IS 12818/1992 with ISI Marking of following diameter in 3m length with screwed and socket end and centering guides for every 15m length of pipe to suit deep bore wells for delivery including loading, unloading, freight, insurance etc., complete Without slot

Supplying and delivery of PVC Casing pipe as per IS 12818/1992 with ISI Marking of following diameter in 3m length with screwed and socket end and centering guides for every 15m length of pipe to suit deep bore wells for delivery including loading, unloading, freight, insurance etc., complete With slot

Labour Charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including the jointing the pipes with PVC couplers with cement paste etc., complete. Supply and packing the annular space with pebbles of size & quality.

Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by TWD officers and conducting yild test by V notch method.

Supplying of best and approved quality of HDPE pipe of the 32mm dia size including laying in the borewell and tying with copper wire etc., complete complying with standard specification 32mm dia

Supply and run of 6.00 sq.mm copper cable pvc insulated and three sheated copper cable

Supplying and fixing of 20mm dia Nylon rope for submersible motor of approved quality in etc,complete complying with standard specifications.

Supplying and Erecting 3 HP/3 Phase, multi stage350X100 lpmXm sub mersible pump of approved make and quality with ISI mark with necessary accssories and fixed with delivery pipe errected in the borewell with necessary clamp etc., with necessary accssories

Supplying and fixing the P.V.C. end cap of 160 mm dia at the end of P.V.C. casing pipe etc., complete complying with standard specification. The bore cap should be got approved by the Executive Engineer before use on works.

Supplying and fixing of 5 H.P monoblock Pump set of approved brand etc complete complying with standard specification and as directed by the departmental officers.

Supplying and fixing of M.S.grill of approved design for open courtyard, grill, grill work to doors and window openings etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification.

Supplying and fixing Ornamental Teak Wood door of Respected site Size with toughned glass having designed to elegant look .. FRAME : outer frame of well Seasoned Teak wood scantlings of size 8” x 6” with required carvings and rebates to suite the door shutter. .The Frame should be fixed in position with necessary anchorage such as heavy duty holdfasts by dismantling the R.C.C or stone Masonry and redoing the same to the original position with Cement Concrete and adhesive material required for the job so as to keep the frame in vertical position and true to the plumb. The frame should also be embedded into the floor by making necessary dismantling on the floor and redoing the same to its original position after placing the same.

Fabricating Supplying and fixing in position of Aluminium anodised natural colour matt finish 1/3rd fixed glazing 2/3rd prelaminated board of Aluminium partition. The outer frames Outer frame: 63.50x38x3mm@ 1.72 kg/m,Centre mullions: 63.50x38x3mm@ 1.55 kg/m,Alu. Clips: 17.27x17.15x1.50mm @ 0.175kg/mg/m for intermediate vertical mullion 90cm c/c. Horizontal mullion at 1.00m 2.10m covered with 5.5mm thick plain glass with neccessary aluminium clips of size 17.27x17.15 x1.50mm @ 0.176kg/m and with required rubber beading etc., including necessary dismantling holes in RCC column,masonry wherever in necessary with power drills to the extent required and made good the damaged portion in good condition after fixing as directed by the departmental officers. All the aluminium sections should be anodised not less than 15 microns as ISI specification1868/1962 / and should be gotapproved by Executive Engineer before use.

Fabricating Supplying and fixing in position of Aluminium anodised Powder Coated of single leaf door with half panelled with 12mm thick both side laminated particle board at bottom and half glazed using 5.50mm thick Plain glass at top.The outer frame shall be with aluminium box section 101.60x44.45x3.18m at 2.319kg/m and Shutter frame made of section Vertical & Top rail: [email protected] kg/m and Bottom rail: 100x44.45x2.50mm@ 1.974 kg/m, Lock rail : 50x44.45x2.5mm @ 1.292 kg/m,Alu. Clips: 17.15x17.27x1.50mm @ 0.176 kg/m,Alu. Handle: 100x30mm @ 0.988 kg/m and necessary accessories such as aluminium clips, rubber beading, PVC felt, handle for a length of shutter (both sides), locking arrangements, furniture fittings such as aluminium tower bolts-250x12mm - 1 Nos., aluminium tower bolt 200x12mm - 1No., aluminium Hydraulic door closer - 1No ., lock-1No., Door stopper with rubber bushincluding cost of materials labour charges and power consumption charges required for fabrication including chipping, dismantling and making hole to the required extent in RCC column, beams, masonry with power drill wherever necessary and redoing the damaged portion to the original condition after fixing etc., complete. All the Alu. Section are to be anodised with matt finish under electricaly controlled conditions in accordance with IS 1868/1962 for an average anatic film thickness of 15 microns etc., complete.Aluminium sections,and furniture fittings shall be got approved by the Executive Engineer incharge.

Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandfilling incl. Cost of materials laying and Labour charges etc complete complying with the standard specification and as directed by the departmental officers.

Manufacturing, Supplying and fixing in position of Aluminium anodized natural colour matt finish openable type glazed venilator of 900mmx600mm with extruded Aluminium section of Outer frame M-section 37.70x33x2mm @ 0.50kg/m, Shutter Z-section 21/24.50x33x2.50mm @ 0.525 kg/m and the with 4mm thick glass with necessary accessories such as rubber beading best quality of lock handle and fixing wherever necessary with power drill to the extent required and made good to the original condtion after fixing etc., complete complying with standard specification and as directed by the departmental officers. The Aluminium surfaces is to be anodized with matt finish is to be anodoized with matt finish used electrically condtion in accordance with ISI 1868/1962 specification for an average anodic film thick of not less than 15 microns. All sections and furniture fittings should be got approved by Executive Engineer.

Supplying and fixing in position first quality and approved PVC Water tank complete complying with standard specifications.The PVC Water tank to be used on work should be got approved by the Executive Engineer before use on work.

Manufacturing supplying and fixing in position of teracotta jally 20x20x5cm thick approved quality and design in cement slurry including cost of materials labour curing lifting fixing in position etc, complete complying with standard specification and as directed by the departmental officers in all floors.

Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water-cum- Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. (a) MS Skid - 1 No. (b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set (c) Feed Pump 0.50 HP – 1 No. (d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No. (e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos. (f) Flow Meter - 1 No. 20” Filter with Housing - 1 No. Low Pressure Switch - 1 No., Level Switch - 1 No. & Necessary CPVC Pipes and Fittings. The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install the System in position and intact

Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. (Commercial applications)

20 mm Dia UPVC Pipe

32 mm Dia UPVC Pipe

Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements.

20 mm Dia UPVC Elbow

32 mm Dia UPVC Elbow

20 mm Dia UPVC Tee

32 mm Dia UPVC Tee

Supply, installation, and commissioning of Stainless steel water dispenser with hot, cold, and normal water options. The dispenser shall be made of high-quality, rust-proof 304-grade stainless steel with a brushed finish. It should have a 3-tap system for hot, cold, and room temperature water, with each outlet properly labelled and easily operable. The storage tank shall be insulated and of suitable capacity to ensure continuous supply. The system should include overheat and overload protection, auto shut-off option. Power supply wiring, necessary inlet-outlet piping and proper drainage connection shall be included in the scope.

Rajam Engineering Contractors (BID ID -1397187)