Construction of Proposed 100 Bed Critical Care Block

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm .

(a) Depth of excavation not exceeding 1,500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (a) With earth obtained from excavation of foundation.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Spreading and compacting medium sand to required thickness, in layers not exceeding 15 cm. To proper gradient and camber inundating each layer by water and packing and ramming layer by layer to achieve desired compaction excluding cost of sand but including lighting, guarding, barricading and making earthen bundh where necessary curing with water as per direction mending cracks and depressions by ramming when necessary (Payment will be made on the basis of finished compacted volume).

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety](a) 1:3:6 proportion

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25Grade , (i) Pakur Variety

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work, In Ground Floor

(f) 25 mm to 30 mm shuttering without staging in foundation

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel. I) SAIL/TATA/RINL ,In Ground floor

Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. , (ii) 20 mm dia bolt. (b) 450 mm long

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet

Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way , (b) With 0.91 mm sheet

Labour forChipping of concrete surface before taking up Plastering work.

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof .i) For roof truss works a) Span up to 12 Mtr

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).(ii) With 1:6 cement mortar (a) 20 mm thick plaster. In ground Floor.

.(ii) With 1:6 cement mortar (b) 15 mm thick plaster. In ground Floor.

Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS:1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than 22.5 Kg./m

(b) Supplying fitting and fixing steel rolling grills link type, shutter with 18 B.G .of approved type steel to the section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.

Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white

Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.iv) 5mm thick coloured / tinted / smoke glass.

(a) M.S.or W.I.Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. One coats In Ground Floor

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Super Protective 100% Acrylic Emulsion In Ground Floor (Two coat)

(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)

ADD : GST - 18% (SGST = 9% & CGST = 9%)

ADD : WEST BENGAL LABOUR WELFARE CESS = 1%

Item Rate BoQ

BoQ_Ver4.0

Non-Schedule Items

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Mechanical Part(supply, erection & commissioning of Effluent Treatment Plant systems.) SUPPLYING, INSTALLING & COMMISSIONING OF FABRICATING STAINLESS STEEL [AISI 304] VERTICAL SCREEN, HEIGHT OF SCREEN 500 mm x 600 mm WIDTH, SCREEN FABRICATED IN S.S. PIPES 20 mm Ø [Wall thk approx 1.0 mm] WITH END STOPPERS. ALUMINIUM END CHANNELS 50 mm x 5 mm FOR SCREEN GUIDES - LENGTH ABOUT 1.5 m x 2 nos. CLEAR OPENING BETWEEN PIPES = 15 mm. LIFTING OF SCREEN MANUALLY. SUPPLY OF GALVANISED CHAIN & HOOK ATTACHED TO SCREEN FOR FACILITY OF LIFTING. UPSTREAM OF THE SCREEN TO BE PROVIDED WITH S.S. LIP-200 mm AT BOTTOM OF SCREEN WITH 6 mm OPENING SO THAT SCREENINGS CAN BE DRAINED, TRAPPED & REMOVED [Aprox weight of screen & accessories = 20 kg approx.]. (Make: Fabricated by API or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF NON CLOG DRY MOTOR SUBMERSIBLE PUMPS AS PER SPECIFICATIONS FOR EQUALISATION TANK, FOR FEEDING OF EFFLUENT FROM EQUALISATION TANK TO AERATION TANK INCLUDING NOLTA LEVEL SENSORS, 1.25 CUM/HR. (Make: KSB or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING AT SITE COMPLETE SS DIFFUSER SYSTEM OF PIPE FROM TOP. SS PIPE 32 mm Ø LATERALS. TUBULAR DIFFUSERS 65 mm Ø X 600 mm LONG [APPROX - 12 nos] WITH 20 mm END CONNECTIONS. FOR EQUALISATION TANK AND AERATION TANK SIZE AS PER DWG [1.30 x 1.30 x 2.50 M AND 2.25 x 2.25 x 2.50]. PIPES ON FLOOR TO BE PLACED ON GALV CHAIRS. PIPES TO REMAIN ON SELF WEIGHT. AND THE DIFFUSER SYSTEM COMPLETE WITH CONTROL VALVES. ( Make: : KSB or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF SLUDGE RECIRCULATION PUMPS 1.25 M3/HR AT 3 MWC. COMPLETE WITH HORIZONTAL FOOT MOUNTED MOTOR TEFC IP55. ( Make: Scogen with SS pipe or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF SLUDGE RECIRCULATION BY PASS PIPELINE FOR BASKET CENTRIFUGE COMPLETE WITH PIPE COIL FLOCCULATOR ( Make:W2P or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF CLARIFIED WATER PUMPS, HORIZONTAL FOOT MOUNTED WITH IP 55 MOTOR COMPLETE WITH BASE FRAME & NUTS /BOLTS FOR FILTER FEED - 1.25 m3/hr AT 20 MWC. SUCTION PIPE LINE OF CWT PUMPS TO BE CONNECTED TO FILTERED WATER TANK FOR BACKWASH PURPOSES. ( Make: KSB or Equivalent)

SUPPLYING, ERECTING & COMMISSIONING AT SITE M.S. PRESSURE SAND FILTER [PRF]FOR FILTERING APPROXIMATELY 1.25 CUM/HR CLARIFIED EFFLUENT FROM SEWAGE TREATMENT PLANT. THE PRF IS TO BE MANUFACTURED IN 6 MM THK PLATES [VERTICAL CYLINDER & 8 MM THK DISHED END PLATES. THE PRF IS TO BE COMPLETE WITH TATA [M] M.S. FRONTAL PIPING OF 40 mm Ø WITH FLANGES WHEREVER REQUIRED. ALL FILTER CONTROLS WILL BE WITH DIE CAST WAFER TYPE BUTTERFLY VALVES OR BRASS BALL VALVES[KITZ MAKE]. ALL NUTS & BOLTS/WASHERS WILL BE S.S 304. THE PRF WILL BE PROVIDED WITH INTERNAL FILTER PLATE WITH PVC NOZZLES. FILTER MEDIA WILL BE GRADED GRAVEL & GRIT OF MINIMUM 1.2 M DEPTH. HOS WILL BE MINIMUM 1.2 - 1.5 M. THE COMPLETE FILTER SHELL WILL BE FIXED ON M.S. FABRICATED PEDESTALS [TRIPOD OR QUADRAPOD]. IT WILL REST ON RCC FLOOR. THE SHELL WILL HAVE ACCESS DOORS SUITABLE FOR MATERIAL CAN BE INTRODUCED OR REMOVED FROM INSIDE. THE INSIDE & OUTSIDE SHALL BE SAND BLASTED AFTER FABRICATION SO AS TO GET A NEAR SILVERY FINISH. IMMEDIATELY THEREAFTER THE INSIDE SHALL BE PRIMER COATED & PAINTED WITH NON POISONOUS BITUMINASTIC DRINKING WATER PAINT 2 COATS . THE OUTSIDE SHALL BE PAINTED WITH 2 COATS OF ZINC RICH EPOXY PRIMER & 1 COAT OF EPOXY SHOP PAINT OF APPROVED SHADE. THEREAFTER 1 COAT OF FINISHING EPOXY PAINT SHALL BE APPLIED AFTER ERECTION & COMMISSIONING. SHELL DIA SHALL BE MIN 450 mm. ( Make: W2P or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF ACTIVATED CARBON FILTER SIZE & OTHER DIMENSIONS / DESCRIPTION SAME AS PRF IN ITEM 8 ABOVE BUT WITH 400 mm DEPTH OF LUMP A.C. & BALANCE FILTER MATERIAL. ALL OTHER DETAILS SAME AS IN ITEM 8 ABOVE. ( Make:W2P or Equivalent)

Plumbing Items SUPPLYING, LAYING & COMMISSIONING OF ALL NECESSARY DIA PVC PIPES SCH: 40, ASTM D WITH ALL NECESSARY FITTINGS / FLANGES SUITABLE FOR SOLVENT WELDING WITH WELDON HEAVY DUTY CEMENT. ALL INTERCONNECTING CONTROL BRASS BALL VALVES / DIE CAST ALUMINIUM VALVES WITH NECESSARY FLANGES & S.S. NUTS / BOLTS / WASHERS ALSO TO BE PROVIDED AS PER DRAWING. APPROX DIAMETER OF PIPES WILL BE 40 MM & 32 MM FROM PUMPS TO VARIOUS TANKS & UPTO FILTER & ALL BY PASS ARRANGEMENT WITH SUCTION & DELIVERY VALVES - ; ALL PUMPS DISCHARGE PIPES SHALL BE INDEPENDENT WITHOUT VALVES EXCEPT FILTERS. RAW SEWAGE PUMPS WILL HAVE DIRECT PUMPING WITH BYPASS OUTLET CONTROL. ( Make: Supreme or Equivalent.)

Cable SUPPLYING, LAYING & COMMISSIONING OF COPPER FLEXIBLE CABLES SUITABLE FOR POWER CONNECTIONS FROM MCC TO ALL LOAD POINTS . CABLE SECTIONS SHALL BE 3/4 CORE x 1.5/2.5/4/6 SQMM. INTERNAL LIGHTING POINTS ARE NOT REQUIRED. THE CABLES ARE TO BE SUPPLIED WITH ALL EYELETS, TERMINATION ACCESSORIES, CABLE JOINTING EPOXY COMPOUND WITH APPROPRIATE JOIN BOXES ETC COMPLETE. IT IS TO BE NOTED THAT THE MCC WILL BE A LITTLE AWAY FROM THE ETP. CABLE LENGTHS TO BE CALCULATED ACCORDINGLY. ALL JOINTING BOXES SHALL BE FULLY WATERPROOF. AS FAR AS PRACTICABLE THERE SHALL BE NO JOIN BOXES FROM MCC TO ABOVE GROUND MOTORS. JOIN BOXES WILL BE ALLOWED FOR SUBMERSIBLE MOTORS. MCC WILL BE INSIDE SHED NEARBY. ( Make: Finolex or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF GALV. EARTHING WIRE 6 GAUGE SUITABLE FOR DOUBLE EARTHING OF EACH MOTOR & MCC. THIS WILL BE CONNECTED TO EARTHING GRID PROVIDED BY CLIENT ADJACENT TO STP. EARTHING PITS SHALL BE CLIENTS' SCOPE OF WORK.

SUPPLYING, INSTALLING & COMMISSIONING OF APPROX 15NM3/HR BLOWER AT 4 MWC FOR DIFFUSER SYSTEM IN ITEM(3) ABOVE. LENGTH OF CONNECTION TO DIFFUSER SYSTEM LATERAL WITH 32 mm DIA G.I. PIPE [APPROX. 40 M] WILL BE INCLUDED. BLOWER TO BE COUPLED WITH TEFC SQ. CAGE IP55 CONTINUOUS RATED FOOT MOUNTED MOTOR, CLASS 'F' INSULATION, MOUNTED ON M.S. FABRICATED BASE FRAME DULY EPOXY COATED. SOUND LEVEL SHOULD NOT BE MORE THAN 65 dB. RPM OF BLOWER SHOULD NOT EXCEED 1200. THE BLOWER WILL BE SUPPLIED WITH ACOUSTIC HOOD OF GOOD QUALITY SO THAT EXTERNAL SOUND IS NOT DISTURBING.( Make: KAY or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF APPROX 30NM3/HR BLOWER AT 4 MWC FOR DIFFUSER SYSTEM IN ITEM(3) ABOVE. LENGTH OF CONNECTION TO DIFFUSER SYSTEM LATERAL WITH 32 mm DIA G.I. PIPE [APPROX. 40 M] WILL BE INCLUDED. BLOWER TO BE COUPLED WITH TEFC SQ. CAGE IP55 CONTINUOUS RATED FOOT MOUNTED MOTOR, CLASS 'F' INSULATION, MOUNTED ON M.S. FABRICATED BASE FRAME DULY EPOXY COATED. SOUND LEVEL SHOULD NOT BE MORE THAN 65 dB. RPM OF BLOWER SHOULD NOT EXCEED 1200. THE BLOWER WILL BE SUPPLIED WITH ACOUSTIC HOOD OF GOOD QUALITY SO THAT EXTERNAL SOUND IS NOT DISTURBING.( Make: KAY or Equivalentt)

SUPPLYING, INSTALLING & COMMISSIONING OF DOSING SYSTEMS FOR ACID, ALKALI, PHOSPOROUS, AMMONIA NUTRIENTS AS REQUIRED WITH PUMPS, TANK & FEED PIPE.( Make: E-dose or Equivalent)

SUPPLYING, INSTALLING & COMMISSIONING OF 1.25 CUM/HR UV - UNIT FOR DISINFECTION, COMPLETE WITH ALL NECESSARY EQUIPMENT.( Make:Bluelagoon / Aalfa UV or Equivalent)

SUPPLYING, ERECTING AND COMMISSIONING OF MS FRP TANKS (AERATION TANK - 2.00L x1.20Wx3.00D M,TUBE SETTLER TANK - 1.20L x 1.20W x 3.00D M &CLARIFIED WATER TANK-1.20L x 1.20W x 3.00D M). TOTAL DIMENTION OF TANKS-4.50(L)x1.2(W)x3.0(D)M.

COMMISSIONING OF TOTAL ETP SYSTEM.

Operation & Maintenance charges with Bacteria and Chemical for Six Months.

ABSTRACT OF QUOTED AMOUNT

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Total Quoted amount of Schedule Items

Total Quoted amount of Non-Schedule Items