BAKR- BOQ R06 7-2-05 1 - jantermanter.com · 1 of 62 specification no. pe-ts-232-600-c004- rev--06...

TENDER DOCUMENT NO – PSER:SCT:BKW-C531:04

VOLUME – III – (REV-03) PREAMBLE, RATE SCHEDULE

TENDER DOCUMENT NO: PSER: SCT: BKW-C531:04

PREAMBLE & RATE SCHEDULE

(VOLUME – III - REV.03)

FOR CIVIL, STRUCTURAL AND ARCHITECTURAL WORKS BETWEEN SWITCH YARD AND CHIMNEY INCLUDING CIVIL /STRUCTURAL/ARCHITECTURAL WORKS

FOR Power House Building, Boiler Foundations, Boiler Lift Well and Room, Mill Bay & Coal Bunker, Mill Foundations, Fan Foundations, ID Duct Foundations, ESP Foundations & it’s Control Room Building, Machine Foundations, FO Pump House, Cable /Pipe Racks Foundations & Structures, CW Pump House And Ducts, CW and RW Chlorination bldgs., Clarified Water Pump House, AHU , Air Washer Building, Transformer Yard, O & M Store building, Condensate Transfer Pump House And its Storage Tank Foundations, Cooling Tower Switch Gear Rooms, Mill Reject System, Grading, Levelling, Landscaping, Fencing, Concrete Floors/Pavements, Car Parkings, Cable Trenches, Roads, Drainage & Culverts, Yard Toilets, Miscellaneous civil works for CW Piping, Earth Matting, Etc.

&

Design, Supply, Material handling, Erection & Commissioning of Elevators.

AT

2 X 210 MW BAKRESWAR TPP UNIT – 4 & 5

PO – BAKRESWAR

DIST – BIRBHUM

WEST BENGAL

BHARAT HEAVY ELECTRICALS LIMITED (A Govt. Of India Undertaking)

POWER SECTOR – EASTERN REGION DJ-9/1,SALT LAKE CITY, SECTOR-II,

KOLKATA – 700 091

VOLUME – III

SECTION – I

PREAMBLE 01. This preamble forms part of tender document and schedule of items. The tenderer should

read this preamble carefully in rates for various items. Clauses under this preamble shall be read in conjunction with Volume-I and Volume – II as applicable.

02. The work shall be carried out strictly as per specifications, description of the items in these schedule and / or engineer’s instructions.

03. Items of work provided in this schedule but not covered in this specification shall be executed strictly as per instruction of the engineer.

04. Unless specifically mentioned otherwise in the tender document, the tenderer shall quote for the finished items and shall provide for the complete cost towards power, fuel, tools, tackles, equipment, constructional plants, temporary works, labour, dismantling of all temporary piping, structures, valves, pumps, tanks & other misc. equipment, strengthening of roads/culverts/bridges etc. including arranging all clearances etc. required for carrying out different activities & tests, materials, levies, taxes, transport, layout, repairs, rectification, maintenance till handing over, supervisions, colonies, shops, establishments, overheads, profits and all incidental items not specifically mentioned but reasonably implied and necessary to complete the work according to the tender document and this schedule.

05. The quantities of the various items mentioned in this schedule of items are approximate, based on very preliminary information and may vary to any extent or be deleted altogether. The quoted rates of each item will remain firm throughout the period of execution including extension, for reasons whatsoever, as long as variation in the total value of work executed under any part of this contract including extra items, if any but excluding any price variation remains within thirty percent (± 30%) of the awarded price.

06. The rates quoted shall be inclusive of cleaning of site of any vegetation, dressing and leveling etc. including fixing of grid pillars, benchmarks etc. required for commencement of site activities. No separate payment will be made towards the same.

07. Rates shall be quoted in figures and in words in clear legible writing. No overwriting is allowed. All scoring and cancellations should be countersigned and in case of illegibility the interpretation of engineer shall be final. All entries shall be in English language.

08. All works item wise shall be measured upon completion and paid for at the rates quoted and accepted.

09. The tender shall be deemed to have studied the specifications and details of work to the done within the time schedule attached and to have acquainted himself of the conditions prevailing at site.

10. BHEL reserves the right to split the job and award the same to different bidders. Decision of BHEL in this regard shall be final and binding to the bidders. However, nom splitting has been envisaged towards supply and services portion .

11. Engineer’s decision shall be final and binding on the contractor regarding clarification of items in the schedule with respect to the other sections/volumes of the contract.

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SPECIFICATION NO.PE-TS-232-600-C004- REV--06

DT 07/02/2005VOLUME III

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100 EARTH WORK IN EXCAVATION, BACKFILLING AND DISPOSAL AS PER SPECIFICATION AND DRAWINGS

101 Earth work in excavation upto 2.50m depth below ground level for foundations,trenches, pipe lines, drains etc including setting out, clearing & grubbing, removal ofdebris, dewatering if required, strutting, shoring/sheet piling if required, dressing thesides, ramming of bottom, stacking/disposal of surplus excavated material within alead of 1.0km, levelling the disposed earth etc complete as per specification,drawings and as directed by the engineer-in-charge.

i) In all kinds of soils including ash, laterite and morrum.CUM 230230

ii) In ordinary rock which can be excavated by pick axe,special excavators etc(CPWD spec) CUM 73900

iii) In hard rock (requiring only controlled blasting).CUM 3100

iv) In hard rock (requiring only chiselling).CUM 11040

SI. NO DESCRIPTION UNIT TOTAL

QUANTITYAMOUNTRATE

TITLE

BILL OF QUANTITIESGENERAL CIVIL WORKS

2 X 210 MW BAKRESWAR TPP ( MP 3 ) RATE SCHEDULE FOR CIVIL, STRUCTURAL AND ARCHITECTURAL WORKS.

REVISION NO 03

BIDDERS PARTICULARS NAME/ DESIGNATION SIGN/DATE/CO.SEAL

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REVISION NO 03

102 Earth work in excavation for depth exceeding 2.5m but not exceeding 4.5mbelow ground level for foundations, trenches, pipe lines, drains etc including settingout, clearing & grubbing, removal of debris, dewatering if required, strutting,shoring/sheet piling if required, dressing the sides, ramming of bottom,stacking/disposal of surplus excavated material within a lead of 1.0km, levelling thedisposed earth etc complete as per specification, drawings and as directed by theengineer-in-charge.

i) In all kinds of soils including ash, laterite and morrum. CUM 33380


iii) In hard rock (requiring controlled blasting).CUM 7900

iv) In hard rock (requiring chiselling). CUM 18330



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REVISION NO 03




iv) In hard rock (requiring chiselling).CUM 2810







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REVISION NO 03

104(a) Earth work in excavation for depth exceeding 8.5m but not exceeding 14mbelow ground level for foundations, trenches, pipe lines, drains etc including settingout, clearing & grubbing, removal of debris, dewatering if required, strutting,shoring/sheet piling if required, dressing the sides, ramming of bottom,stacking/disposal of surplus excavated material within a lead of 1.0km, levelling thedisposed earth etc complete as per specification, drawings and as directed by theengineer-in-charge.





105 Disposal of surplus excavated earth/rock, beyond an initial lead of 1 km ,dumping and levelling the dumped soil all as specified and directed by Engineer-in-charge as per following distances of lead.

a) Upto 2 Km.Cum 20000

b) Beyond 2 Km but upto 3 Km.Cum 20000

c) Beyond 3 Km but upto 4 Km.Cum 50000

d) Beyond 4 Km but upto 5 Km.Cum 150000


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REVISION NO 03

e) Beyond 5 Km but upto 6 Km.Cum 120000

f) Beyond 6 Km but upto 7 Km. Cum 45000

g) Beyond 7 Km but upto 8 Km.Cum 50000

i) Beyond 8 Km but upto to 9 Km. Cum 10000

j) Beyond 9 Km but upto to 10 Km.Cum 7000

106 DELETED

107 Back filling around foundations and plinths etc. to proper grade and level with selected excavated soil with a lead not exceeding 5 Kms from available excavated earth/soil including re-excavating and loading of dumped earth, watering and ramming in layers of 20 cm. thickness to 90% max dry density by manual/ mechanical means in saturated condition, dressing etc. complete including transportation.

CUM 217250

108 Supply & Back filling around foundations in plinths, trenches, drains etc.to propergrade and level with selected good soil free from shingle, salts, organic materials,roots, sod or any other foreign substance including re-excavating loose thickness,watering and ramming in layers of 20 cm. thickness to 90% of standard procterDensity for cohesive soil and to 75% of relative density for non cohesive soil bymanual/ mechanical means, dressing etc. complete as directed by the engineer incharge including cost of material for all leads, loading, unloading, royality andtransportation. (payment for solid measure of the consolidated filling)

CUM 67190


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REVISION NO 03

109 Supply and filling sand under floors, in foundation and plinths including cost of sand, transporting for all leads, royalities/fees, loading, unloading, spreading in layers in 25 cm loose thickness at all depths, watering, compaction with mechanised compaction machine or manually, if permitted by Engineer-in-charge, dressing and levelling etc. complete.

CUM 1350

109(a) Supply and laying 75 thk. Gravel/Clean Coarse sand mixed with 8 to 10% by vol. of hot bitumen of grade 80/100. SQM 10

110 Supply and Filling in trenches, plinths, area paving and other underground structures with stone/rubble (63 mm down graded), in layers not exceeding 200 mm thickness including breaking of boulders to required sizes, filling the interstices with selected sand and compacting to 85 % of original volume of stone stack for all lifts.The work to be complete as per specifications, drawings and direction of engineer

CUM 1160

110(a) Supply and Filling in trenches, plinths, area paving and other underground structures with stone (63 mm -40 mm down graded), in layers not exceeding 225 mm thickness including breaking of boulders to required sizes, filling the interstices with selected sand and compacting to 85 % of original volume of stone stack for all lifts all complete as per instructions of engineer-in-charge.

CUM 13330

110(b) Supply and Filling in trenches, plinths, area paving and other underground structures with stone (63 mm -40 mm down graded), in layers not exceeding 250 mm thickness including breaking of boulders to required sizes, filling the interstices with coarse sand and compacting to 85 % of original volume of stone stack for all lifts all complete as per instructions of engineer-in-charge.

CUM 60

110(c) Supply and Laying 50 thk. Crushed stone fill (12 mm & down ) mixed with 8 to 10 % by vol. of hot bitumen of grade 80/100 SQM 50


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REVISION NO 03

110(d) Supply and Laying Bitumen concrete consisting of high grade bitumen of grade 80/100 and well proprtioned aggregate (0-12 mm) to achieve maximum density

CUM 20

111 Supply and Filling in transformer pits etc. , with clean 40 mm nominal size stone aggregate including all labour, materials, royalities, equipments etc. complete as per instructions of engineer in charge. CUM 500

112 Buldozing and levelling earth for grading of ground including removable of vegetation complete including disposal of debris upto 5 kms. CUM 100

113 Earth work in excavation upto maximum depth of 0.3 m below natural ground level for levelling and grading including dressing to specified level and grades and ramming of graded surface including removal of vegetation,bushes,trees,grass, etc, for all types of soils including morrum,soft rock,boulders,etc. complete by manual or mechanical means as er specification,drawing and as directed by the engineer.Surplus earth,debris,vegetation,buses,trees etc unsuitable for filling shall be transported to areas within a lead of 4 KM directed by the Enginner

SQM 7710

114 Earth work in filling for levelling and grading obtained from compulsory excavation on preparred surface obtained by compacting with the mechanical means.The earth filling shall be done in horizontal layers not exceeding 300 mm in compacted thickness.Each layer shall be watered and compacted with proper moisture content complete as directed by Engineer, detailed specifiaction and drawing

CUM 2230


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REVISION NO 03

200 PROVIDING AND PLACING CONCRETE WORK INCLUDING COST OF LABOUR, MATERIALS AND EQUIPMENT FOR HANDLING, TRANSPORTATION, BATCHING, MIXING, PLACING, VIBRATING AND CURING, (EXCLUDING COST OF CENTERING, SHUTTERING AND REINFORCEMENT) COMPLETE AS PER DRAWING AND SPECIFICATIONS UNLESS SPECIFIED OTHERWISE FOR THE FOLLOWING: ( ORDINARY PORTLAND CEMENT SHALL BE SUPPLIED BY BHEL AS PER SCC)

201 Concrete of grade M 7.5 as filling course at any level below finished floor level, under and around foundations/floors, mass dumps etc. CUM 1680

202 Concrete of grade M10 as PCC/levelling course, under and around foundations/floors etc. CUM 12270

202A Concrete of grade M20 in grade slab, pavings etc.The work to be complete as per specifications, drawings and direction of engineer CUM 9590

203 Concrete of grade M-25 in foundations, under floors etc complete.The work to be complete as per specifications, drawings and direction of engineer CUM 59830

204 Concrete of grade M-25 in superstructure from finished floor level complete at all heights:The work to be complete as per specifications, drawings and direction of engineer

CUM 19440

205 Concrete of grade M-30 in superstructure from finished floor level at all heights , including addition of suitable plasticizer conforming to IS 9103-latest to achieve a slump more than 125mm in concrete as per manufacturer's recommendation.The work to be complete as per specifications, drawings and direction of engineer.

CUM 400


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REVISION NO 03

206 Concrete of grade M-30 in T.G.Columns and TOP decks(single pour and controlled temperature-Each TG Coumn / Deck) complete including addition of suitable plasticizer conforming to IS 9103-latest to achieve a slump more than 125mm in concrete as per manufacturer's recommendation.The work to be complete as per specifications, drawings and direction of engineer.( The rates shall also include conducting non destructive ultra sonic pulse velocity test as per specification to find out sound ness of concrete including all equipments, tools, plants, scaffol;ding reqiuired for testing, preparation of test report etc. all complete as dirested by engineer. Ultrasonic Pulse Velocity Testing to be conduicted for TG Columns and Top Deck through reputed agency / institiution as per aapproval of BHEL. 80 % payment for TG Column and Deck shall be released after casting, Balance 20 % payment to be released after receipt of Ultra Sonic Test Report.)

CUM 1500

206A Concrete of grade M-30 in T.G. Base Raft in single pour (Each TG) including addition of suitable plasticizer conforming to IS 9103-latest to achieve a slump more than 125mm in concrete as per manufacturer's recommendation.The work to be complete as per specifications, drawings and direction of engineer. CUM 2000

207 Screed concrete 1:2:4 conforming to IS 456 with coarse sand and graded hardstone aggregate 12.5mm/6 mm nominal size on the roof at any level or thicknesscomplete.

CUM 1400

208 Concrete of grade M-30 in precast works like roof slabs/trench covers etc.including formwork/moulds for thicknesses varying from 75mm to 250mm including transportation, erection and fixing in position etc. complete.The work to be complete as per specifications, drawings and direction of engineer

CUM 670


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REVISION NO 03

209 Concrete of grade M 30 in foundation, superstructure and in water retaining structures(Leak Tight) either below or above finished floor level including addition of suitable plastisizer confirming to IS 9103 latest to achieve a slump more than 125 mm in concrete as per manufacturers recommendation and subsequent reduction in cement content upto a maximum 10% complete etc. as per specification.The work to be complete as per specifications, drawings and direction of engineer

CUM 8950

210 Concrete of Grade M-15 in Road kerbs, plinth protection, pipe encasing, screed concrete, etc. complete.The work to be complete as per specifications, drawings and direction of engineer CUM 810

211 Breaking existing concrete/stoneworks etc work at any level including reinforced concrete, removing the rubbish within a lead of 1Km., including transportation, loading, unloading, etc. all complete as directed by Engineer.The work to be complete as per specifications, drawings and direction of engineer

CUM 100

212 Making openings in concrete slabs etc at all levels , including all labour,material, tools and tackles all complete as per direction of Engineer in Charge.

SQM 10

300 SUPPLYING, FIXING AND REMOVING FORMWORK AT ANY ELEVATIONS, AS PER SPECIFICATIONS AND INCLUDING ALL LABOUR MATERIAL, SCAFFOLDINGS COMPLETE INCLUDING POCKETS ETC. FOR THE FOLLOWING:

301 Ordinary form work below finished ground floor level for foundations, footings, bases of columns, walls, columns, pilasters, beams, mass concrete, trenches etc. SQM 115800


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REVISION NO 03

302 Fairface form work below finished ground floor level for foundations, footings, base of columns, walls, columns, pilasters, beams, mass concrete, trenches etc. for exposed concrete works.

SQM 37820

303 Ordinary form work above finished ground floor level for columns, beams,suspended floors, roofs, lintels, cantilevers, staircases, landings, balconies, domes,arches etc. for all heights. SQM 29410

304 Fairface form work above finished ground floor level for columns, beams, suspended floors, roofs, lintels, cantilevers, staircases, landings, balconies, domes, arches etc. for all heights.

SQM 69830

305 Formwork for TG superstructure-fairface. (above finished floor level) SQM 2000

400 REINFORCEMENTS ( REINFORCEMENT MATERIAL SHALL BE SUPPLIED BY BHEL AS PER SCC)

401 Providing, straightening, cutting, bending, placing in position at any level, binding ofmild steel reinforcements/Rods as per IS 432 ( Grade -I) including cost ofreinforcement and binding wire, labour etc. complete all as per specifications &drawings.

MT 60

402 Providing,straightening, cutting, bending, placing at any level, binding in positionhigh yield strength steel reinforcements as per IS 1786 including cost ofreinforcement and binding wire, labour etc. complete all as per specifications &drawings.

MT 10500

500 WATER PROOFING AS PER SPECIFICATIONS.( ONLY ORDINARY PORTLAND CEMENT WHEREVER REQUIRED SHALL BE

SUPPLIED BY BHEL AS PER SCC)


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REVISION NO 03

501 Providing and mixing approved water proofing compound in concrete orcement mortar for works wherever specified or directed as perspecification/manufacturer's instructions, testing of samples for water proofing etc.complete.

KG 2920

502 Providing and grading under bed over roof slab, floors to achieve the specifiedslope with 1:4 cement sand mortar plaster (by volume) of approx average 15 mmthickness at all elevations including all labour, material, equipment, handling,preperation of surface, transportation, batching, mixing, placing, laveling, curing,testing etc. complete as per specification, drawing and instruction of engineer.

CUM 60

503 Providing and laying protective wearing course of 25 mm thick PCC 1:1.5:3 (using15 mm down aggregate) cast in panel of maximum size 1200 square mm andreinforced with 0.56 mm dia galvanised chicken wire mesh with a gap of 6 mmbetween two adjacent panels. gaps shall be filled with sealant for expansion andcontraction all complete with labour, material, equipment and as perspecification/drawing and to the satisfaction of engineer in charge.

SQM 16460

503 A Providing, laying and fixing Roof water proofing treatment using two successiveliquid coatings of high solid content urethane pre-polymers to form elastomericmembrane having overall dry film thickness of minimum 1.5mm subject to minimum750gm/sqm/coat application rate including primer coat consisting of polyurethane orany other equivalent material , finishing coats and surface finish complete laid overcement plaster ( 1:4) grading on screed concrete ( 1:2 : 4 ) mix all complete includingall labour, material, equipment, handling, scaffolding, transporting, testing etc.complete as per drawing, specification, " 20 years guarantee" all complete as perinstructions of the engineer.Screed Concrete and Cement Plaster shall be paid separately.

SQM 21200


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REVISION NO 03

503 B Providing and laying 20mm thick pressed precast concrete tiles laid over 15mmthick cement-sand (1:4) mortar underbed complete including laying underbed,expansion joints filled with polysulphide joint sealant in roofing tiles and underbedlayer as per the specifications. The work to be complete as per specifications,drawings and direction of engineer.

SQM 10060

507 Providing and applying 3 coats of Bitumen paint in foundations at all depthsincluding all labour, material, equipment, handling, preperation of surface,transportation, mixing, placing, laveling etc. complete as per specification, drawingand instruction of engineer.

SQM 1000

600 SUPPLYING & INSTALLATION OF JOINT FILLER AND SEALING COMPOUND:

601 Supplying & installation of bitumin impregnated fibre board confirming to IS 1838as joint filler at joints in concrete including nailing, coating of both faces with coal tarpitch/bitumin, labour, material, equipments etc all complete at all levels as perspecification, drawings and instruction of engineer in charge:

a 12mm thick joints. SQM 50

b 20mm thick joints. SQM 20

c 25mm thick joints. SQM 620

d 50mm thick joints. SQM 710

602 Supplying and filling in position hot applied bitumin sealing compund(Grade A)confirming to IS 1834 including cleaning, mixing, heating, pouring/injecting sealingcopmpound in gaps in joints at all levels including application of primer, labour,material, equipments etc. all complete as per specification/drawing, instruction ofengineer in charge.

Kg 2020


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REVISION NO 03

700 M.S.EMBEDMENTS

701 Supply, fabricating and fixing of embedments, MS inserts, pipe sleeves, guiderails, angle pieces AND OTHER STRUCTURAL STEEL SECTIONS, foundationbolts, anchor bolts, rungs of various diameters, plates of' dimensions as requiredincluding cost of all labour, materials and equipment, transportation, loading,unloading, handling, welding, rivetting, 'bolting, cutting, drilling, scaffolding and settingas per specifications and drawings. ( ALL MATERIALS TO BE SUPPLIED BY VENDOR )

MT 250

702 Assembling, fixing of embedments, MS inserts, pipe sleeves, rails, guide rails angle pieces, anchor bolts of various diameters, plates of dimensions as requiredincluding cost of all labour,materials and equipment for fixing in position,scaffoldingand setting in position, transportation from stores within the plant boundary to workspot, loading, unloading etc. complete as per specifications and drawings. ( SUCH ITEMS/MATERIALS SHALL BE SUPPLIED BY BHEL)

MT 170

703 Providing, fabricating, transporting, erecting and installing at all elevationsmiscellaneous steel/PVC pipes, expansion fasteners in concrete/brickwall, for allkind of works, including the cost of labour, material and equipment, setting material inconcrete, layout, scaffoling, handling at site, cutting, forming, grinding, drilling,bolting, welding, jointing, testing etc. all complete as per drawings and specificationsand instructions of engineer. ( ALL MATERIALS TO BE SUPPLIED BY VENDOR)

a MS pipes of all diameters and thickness. Quintal 20

b PVC conduits of all sizes and thickness.Quintal 20

c Expansion fasteners (galvanised) of HILTI make or equivalent of safe tension capacity as specified below:


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REVISION NO 03

250 kgEach 510

500 kg Each 450

750 kg Each 320

704 Supply,Fabrication, erection, installation and allignment of MS foundation bolt assembly in concrete along with nuts, lock nuts, anchor plates, stiffner plates, protective tape etc. upto and including 80 mm dia, 3000 mm long including furnishing of labour, materials, euipments, welding, cutting, grinding, threading, drilling etc. all complete as per specification, drawing and instruction of the engineer.( Steel Materials as per SCC shall only be supplied by BHEL)

MT 100

800 GROUTING AS PER SPECIFICATION FOR THE FOLLOWING: ( ONLY ORDINARYPORTLAND CEMENT WHEREVER REQUIRED SHALL BE SUPPLIED BY BHELAS PER SCC)

801 Providing & grouting of pocket holes, pipe sleeves of any shape and size under base plates after erection of necessary structural steel work, machinery with mix 1:1( 1 part cement :1 part sand ) at any elevation including roughening surface, cleaning, ramming, curing etc. complete ( non shrink pressure grout). CUM 150

802 Providing and grouting of pocket holes, pipe sleeves of any shape and sizeunder base plates after erection of necessary structural steel work, machinerywith mix 1:1:2 (one part Cement : 1 part Sand : 2 parts of 6mm down graded stonechips) at any elevation including roughening surface, cleaning, ramming, curingetc. complete (non-shrink hand grout using approved admixture.)

CUM 100


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REVISION NO 03

900 DOORS, WINDOWS, VENTILATORS, LOUVERS, ROOF VENTILATORS, ROLLINGSHUTTERS, PARTIONS ETC. COMPLETE AT ALL ELEVATION INCLUDINGFRAMING, KICK PLATES, STOPPERS AS PER SPECIFICATION AND DRAWINGS ( ONLY ORDINARY PORTLAND CEMENT WHEREVER REQUIRED SHALL BESUPPLIED BY BHEL AS PER SCC)

901 Providing and fixing 40mm thick solid core flush door shutters (single ordouble)as per appd dwgs with commercial faces and hard board edges. Core ofsolid core doors shall be of fiber block board of approved make including Godrej orequivalent make Mortice lock with handle on both sides, approved ISI mark anodisedaluminium fittings like door stoper, 200 mm long tower bolts, 16X200 mm longaldrops, 125 mm long handles on both faces etc complete with shop and finalpainting/polishing as per specification all complete including test certificates.

SQM 60

902 Providing and fixing steel windows of fixed type as per appd dwgs with steelsections as per IS:1038 and IS:1361 & IS:7452 Latest Revision. Glazing shall be 6mm thk wired glass including all fittings, beadings, hold fasts, making suitable holesfor holdfasts and grouting with cement concrete ( 1:1.5:3 ), shop and finalpainting(two coats of synthetic enamel paint over zinc chromate primer conforming toIS-2074) as per specification all complete . The work to be complete as perspecifications, drawings and direction of engineer (composite item)

SQM 230

903 Providing and fixing steel openable windows as per appd dwgs with steel sectionsas per IS:1038 and IS:1361 & IS:7452 Latest Revision. Glazing shall be of 4 mm thkfloat galss including all fittings, beadings, hold fasts, making suitable holes forholdfasts and grouting with cement concrete ( 1:1.5:3 ), shop and final painting(twocoats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) asper specification all complete. The work to be complete as per specifications,drawings and direction of engineer (composite item)

SQM 370


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REVISION NO 03

904 Providing and fixing steel partly fixed and openable windows as per appd dwgswith steel sections as per IS:1038 and IS:1361 & IS:7452 Latest Revision. Glazingshall be 6 mm thk wired glass on fixed portion and 4 mm thk float glass on openableportion including all fittings, beadings, hold fasts, making suitable holes forholdfasts and grouting with cement concrete ( 1:1.5:3 ), shop and final painting (twocoats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) asper specification all complete. The work to be complete as per specifications,drawings and direction of engineer (composite item)

SQM 900

905 Providing and fixing steel partly fixed and openable windows as per appd dwgswith steel sections as per IS:1038 and IS:1361 & IS:7452 Latest Revision. Glazingshall be 6 mm thk float glass on fixed portion and 4 mm thk float glass on openableportion including all fittings, beadings, hold fasts, making suitable holes forholdfasts and grouting with cement concrete ( 1:1.5:3 ), shop and final painting (twocoats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) asper specification all complete.The work to be complete as per specifications,drawings and direction of engineer

SQM 100

906 Providing and fixing fixed/openable type steel ventilators as per appd dwgs withsteel section as per IS:1038 and IS:1361 & IS:7452 Latest Revision. Glazing shall be6 mm thk ground glass on fixed portion and 4 mm thk ground glass on openableportion including all fittings, beadings, hold fasts, making suitable holes forholdfasts and grouting with cement concrete ( 1:1.5:3 ), shop and final painting (twocoats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) asper specification all complete.The work to be complete as per specifications,drawings and direction of engineer (composite item)

SQM 750


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REVISION NO 03

907 Providing and fixing steel louvered window as per appd dwgs with ISMC 100 frame all round including verticals with 18G pressed steel louvers, holdfasts, making suitable holes for holdfasts and grouting with cement concrete ( 1:1.5:3 ), painting (two coats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) etc. complete as per specifications.

SQM 350

908 Providing and fixing steel single or double door shutters as per appd dwgs. Shutters shall be 45mm thk flush design comprising of two outer sheets of 18 gauge steel sheets rigidly connected and reinforced inside with continuous vertical 20 gauge stiffeners, spot welded in position at not more than 150mm on centres including void filled with mineral wool (48 kg/m3) ,all fittings, Godrej or equivalent make Mortice lock with handle on both sides, painting (two coats of synthetic enamel paint over zinc chromate primer conforming to IS-2074) complete as per specification including preperation of working drawings.The work to be complete as per specifications, drawings and direction of engineer

SQM 190

909 Providing and fixing steel single or double shutter doors as per appd dwgs. Shutters shall be of 18 gauge M.S. sheets and shall present a flush surface on the outside. The inside shall be stiffened with semitubular edge and central stiffening rail which shall convey the lock. Complete with fixtures, Godrej or equivalent make Mortice lock with handle on both sides, painting (two coats of synthetic enamel paint over zinc chromate primer conforming to IS-2074), providing weather stripping, filling joints exposed to weather with silcon/polysulphide sealant as per specification including preperation of working drawings.The work to be complete as per specifications, drawings and direction of engineer

SQM 780


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REVISION NO 03

910 Providing and fixing fire proof steel doors (single or double shutter) as per appd dwgs , 45mm thk flush design comprising of two outer sheets of min 18 gauge steel sheets rigidly connected and reinforced inside with continuous vertical min 20 gauge stiffeners, spot welded in position at not more than 150mm on centers including all fittings, shop painting with fire resistant paint and mineral wool insulation (min 64 kg/cum density) complete including painting of Post Office red shade and shall be fire proof as per IS:3614, TAC requirements and as per specification. Minimum fire resistance ratings shall be 4 Hrs.The work to be complete as per specifications, drawings and direction of engineer

SQM

(A) - Do - Single Shutter SQM 50

( B ) - Do - Double Shutter SQM 50

911 Providing and fixing anodized aluminium doors, windows, ventilators,stairhandrails and partitions etc with extruded standard tubular(minmum 3mm wallthickness conforming to IS 1948 and 1949 or as manufactured by Indian AluminiumCompany Limited unless otherwise approved in samples by the Architect/Engineer)and other sections including all fitings and fixtures and accessories of aproved makeconfirming to IS 733 and IS 1285, anodised and alectrocoloyr dyed to required shapeaccording to IS 1868 (min. anodized thickness shall be 15 micron thick unlessotherwisespecified), fixed with roll plucks, expansion fasteners, screws or with fixingclips including necessary filling up of gaps at junctions, at top, bottom and sides withrequired PVC/neoprene felt for bimetallic protection etc. including preperation ofworking drawings, aluminium cleat angle, aluminium snap-on-beading(without visiblescrews and of sizes to accomodate 6mm thick glazing or as specified in schedule ofitems) for glazing/paneling with all fittings and fixtures

KG 25270


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(like tower bolts, handles, door stoppers with rubber shoes, "L" drops, stays, floorsprings, hydrolic door closers etc), C.P. brass/ stainless steel screws, providing andfixing hinges/pivots, and making provisions for fixing of fittings where ever requiredincluding the cost of PVC/neoprene gas fits, filling joints exposed to weather withsilcon/polysulhide sealant all complete as per drawings, specifications and instructionof engineer (glazing and paneling to be measured else where). The partitions to beweatherproof complete with gaskets,clips, hardwares, etc.All work to be adequatelybraced and reinforces as necessary for strength and rigidity) The aluminium sectionsshall be of Indal, Hindalco. The work to be complete as per specifications, drawingsand direction of engineer

912 "Providing and fixing approved make panic exit device operational from inside on item no. "910," comlpete in all respect including labour, material, equipment all complete.")

Nos. 40

913 Providing, fixing and fitting of glazing of first grade at various elevation, where required, cleaning after fixing with all labour and materials all complete as per drawings, specifications and instructions of engineer.

i) 4 mm thick float glassSQM 600

ii) 6 mm thick wired galssSQM 1820

iii) 5 mm thick tinted toughened float glass SQM 300

iv) 6 mm thick clear safety glass.SQM 390

v) 6 mm thick clear toughened float glass SQM 970

914 Providing and fixing of over head hydraulic door closers of `Yale" make orequivalent & quality as directed by Engineer. NOS 230


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915 Providing and fixing pressed steel frames fabricated from 16 gauge M.S sheetmortised, reinforced drilled and tapped for hinges and locks bolts strikes, holdfasts, making suitable holes for holdfasts and grouting with cement concrete (1:1.5:3 ), adjustable floor anchors, floor tiles/weather bars, thresh holds etc.including painting over primer complete as per specifications.The work to becomplete as per specifications, drawings and direction of engineer

Kg 8500

916 Providing, erecting, assembling, fitting and fixing rolling steel shutters andaccessories from approved manufacturers including all fittings, fixtures, lockingarrangements, manual operation arrangement, gear arrangement (where specified),electric motor drive including motor and associated cabling (where specified),preperation of working drawings, blast cleaning of steel surfaces to near white metalsurface (Sa 2 1/2 ) applying two coats of synthetic enamel paint over zinc chromateprimer conforming to IS-2074 complete in all respect as per appd drawings,specifications and instructions of the engineer.

i For manual operation onlySQM 50

ii For gear arrangementSQM 320

iii For electric motor drive along with cabling SQM 400

919 Providing and fixing 1 mm thk. MS sheet sliding shutters with frame and diagonalbraces of 50X50X6 angle iron, 3 mm MS gusset plates at junction and corners, 25mm dia pulley, 50X50X6 angle and T-iron guide at the top and bottom respectivelyincluding 2 coats of Synthetic enamel paint over 2 coat Zinc chromate primer (including One Coat of shop primer) painting etc. complete as per specification.

SQM 50

919 A Providing Heavy duty PVC door in PVC frame of Sintex make or equivalentcomplete including painting and fittings as per specifications The work to be completeas per specifications, drawings and direction of engineer

SQM 220


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1000 BRICKWORK MASONARY INCLUDING SUPPLY OF MATERIAL, COST OF LABOUR ETC. COMPLETE, AS PER SPECIFICATIONS.( ORDINARY PORTLAND CEMENT SHALL BE SUPPLIED BY BHEL AS PER SCC)

1001 Providing brick work in cement mortar 1:6 (1 part cement 6 parts coarse sand) inwalls, chambers, drains, trenches etc. at all depths, places and positions belowplinth including raking out joints, curing, scaffolding etc.complete excludingplastering and paintng. Using bricks of class designation 7.5 of nominaldimensions as per specification.

CUM 1450

1002 Providing brick work in cement mortar 1:6 (1 cement 6 coarse sand) in works atall heights, places and position above plinth including raking out joints, curing,scaffolding complete excluding plastering and painting, using bricks of classdesignation 7.5 of nominal demensions as per specification.

CUM 5430

1002A Providing brick work in cement mortar 1:6 (1 cement 6 coarse sand) in works at all heights, places and position above plinth including raking out joints, curing, scaffolding complete excluding plastering and painting using Fly ash bricks(IS 12894/IS 13757-Min cr strength 75 kg/sqcm.

Cum 5430

1003 Providing brick work in cement mortar 1:4 (1 cement 4 coarse sand) in partitionwalls, chambers, fins etc. in half brick thickness at all heights, places and positionabove or below plinth/graded level including M25 grade RCC bands or proving 2nos. of 6 mm dia bars at every 4th layer of bricks, raking out joints, curing,scaffolding etc complete using bricks of class designation 7.5 of nominaldimensions excluding plastering and painting as per specification.The work to becomplete as per specifications, appd drawings and direction of engineer

SQM 3520


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1004 Providing brick work in cement mortar 1:6 (1 cement 6 course sand) with half brickthickness in water proofing protection walls above or below plinth/graded levelincluding raking of joints, pointing, curing, scaffolding etc using bricks of classdesignation 7.5 of nominal dimensions as per specification.

SQM 130

1005 Providing brick soling spreading of earth, ramming, watering including 12mm thick cushion of sand complete but excluding excavation and disposal of surplus earth (excavation and disposal of surplus earth shall be measured under applicable item). Using brick on edge.

CUM 100

1006 Providing brick soling including spreading of earth, ramming, watering including 12mm thick cushion of sand complete but excluding excavation and disposal of surplus earth (excavation and disposal of surplus earth shall be measured under applicable item.).Using flat bricks.

CUM 210

1007 Breaking of existing brick work at all levels including plastering, removing therubbish up to a distance of 500 m including transportation, loading, unloading etc. allcomplete as directed by the engineer.

CUM 90

1008 Breaking of existing brick partition wall at all levels including plastering, cutting ofreinforcement, removing the rubbish up to a distance of 500 m includingtransportation, loading, unloading etc. all complete as directed by the engineer. SQM 110

1009 Providing and encasing of structural steel member with masonary work around flanges, webs etc. and filling the gap between steel and masonry by minimum 12mm thick mortar. Encased member shall be wrapped with chicken wire mesh with 50mm lap etc. complete as per specification.

CUM 650


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1010 Making openings in existing brick wall or partition wall including making good the broken edges/surface with cement mortor etc. complete. SQM 80

1011 Supply and placing in position mild steel wire fabric of square mesh 25 mm size and wire diameter of 2 mm for encasing of steel sections in concrete including cutting, bending, fixing etc. complete.

SQM 50

1013 Providing and filling brick bats in soak pits.CUM 340

1100 DAMP PROOF COURSE INCLUDING ALL MATERIALS LABOUR, SHUTTERING, CENTERING, CURING ETC., COMPLETE WITH THICKNESS AS SPECIFIED/SHOWN ON DRAWINGS.( ORDINARY PORTLAND CEMENT SHALL BE SUPPLIED BY BHEL AS PER SCC)

1101 Damp Proof Course 50mm thk. 1:1.5:3 concrete (10mm down aggregate) with 2% of approved admixture of water proofing compound. Hot bitumen @ 1.7Kg./sqm shall be applied before & after the DPC as per specification. SQM 450

1200 CEMENT MORTAR PLASTER INCLUDING ALL MATERIALS SCAFFOLDING, CURING ETC. COMPLETE AS PER SPECIFICATION.( ORDINARY PORTLAND CEMENT SHALL BE SUPPLIED BY BHEL AS PER SCC)

1201 Providing 12 mm thick plaster in cement mortar 1:6 on walls, finished to a smooth finish as per specification. SQM 59130

1202 Providing 12 mm thk plaster in cement mortar 1:6 on walls,finished to a rough finish as per specifications. SQM 630


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1203 Providing 12 mm thick plaster in cement mortar 1:6 on walls with a paste of neat cement @1kg/sqm and rubbed smooth with trowel as per specification. SQM 600

1204 Providing 18mm thick plaster in cement mortar 1:6 on walls finished to a wooden float/smooth/rough finish as per specification. SQM 62500

1205 Providing 6mm thick plaster in cement mortar 1:4 on ceilings finished to a smooth finish as per specification. SQM 50330

1206 Providing and making decorative plaster of all types and design on walls, ceilings, arcs, columns with various thickness upto 18 mm including finishing all complete. SQM 1000

1207 Providing Plaster of Paris 2 mm thick punning over finished plaster surface and finished with smooth surface as per specification. SQM 5410

1208 Providing screed/grading plaster of average 20 mm thickness in ratio 1:6 nominal by volume including finishing smooth and even etc. all complete at all levels above or below grade level.

SQM 1000

1300 FINISHES, PAINTING TO CONCRETE, PLASTERED SURFACES, SURFACE PREPARATION INCLUDING ALL MATERIALS, LABOUR, SCAFFOLDING ETC. ALL COMPLETE.( ONLY ORDINARY PORTLAND CEMENT WHEREVER REQUIRED SHALL BE SUPPLIED BY BHEL AS PER SCC)

1301 Two or more coats of white washing with lime to give an even shade on walls and ceiling as per specifications. SQM 9480


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1302 Three or more coats of water proofing cement paint of approved brand and manurfacture & of required shade to give an even shade as per specifications. The same shall be made from best quality white cement and lime resistant colours with accelerators, waterproofing agents and fungicides. The paint shall conform to IS:5410. The work to be complete as per specifications, drawings and direction of engineer

SQM 71400

1302 A SYNTHETIC PLASTER COMPOSED OF SYNTHETIC FIBRE AND PETROLEUM BASED CHEMICAL SIMILAR TO RENOVO OF DAMANI DYECHEM COMPLETE AS PER SPECIFICATIONS. The work to be complete as per specifications, drawings and direction of engineer

SQM 28000

1304 Two or more coats of acrylic distempering with oil bound washable distemper of approved brand and manufacture of oil emulsion type containing suitable presevatives conforming to IS 428 to give an even shade including a priming coat with distemper primer as per specifications.

SQM 13420

1305 Two or more coats of dry distempering of approved brand and manufacture to give an even shade including a priming coat with distemper primer as per specifications.

SQM 100

1306 Providing two coats of Acrylic emulsion paint(over POP) of approved brand and manufacture to give an even shade including one coat of solvent thinnable cement primer of approved shade & quality complete as per specifications.The work to be complete as per specifications, drawings and direction of engineer

SQM 31100


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1306 A Providing and laying self levelling EPOXY PAINT for floors etc.as per specs On the clean surface of concrete after properly drying of the following system is to be adopted as per manufacturers specification :One coat of primer of following proportion to be applied over clean and dried concrete surface by brush application. ARALDITE GY 250 100 Parts by weight. HARDENER HY 840 50 Parts by weight. Over the primer, the uneven surface of concrete should be filled with leveling putty as mentioned above. The cost of putty is included in the item rate without fixing prior limit to consumption of putty. Two top coats of the protective treatment to be applied over the prepared smooth surface in the following proportion. ARALDITE GY 250 100 Parts by weight, HARDENER HY 830 45 Parts by weight, HARDENER BY 850 15 Parts by weight,SILICA FLOUR 20 Parts by weight, FLOW CONTROL AGENT 2 Parts by weight Pigment may be added if desired by Engineer. The first top coat is applied over the primer and is left to reach a tack free state. At this stage, the final top coat is applied.

SQM 680

The work to be complete as per specifications, drawings and direction of engineer

1307 Providing and applying 2 or more coats of chemical resistant acid/alkali paint of approved brand and colour to floors, walls , ceiling, structural steel members, including preparation of surface to receive paint, providing and applying primer etc complete all as per manufacturer's recommendations and as approved by engineer, at all heights above or below grade level, complete as per specifications.For chemical resistant paints, epoxy, chlorinated rubber or vinyl butyl paint system shall be used manufacturer's recommendation regarding the paint system exposed to moderately severe corrosive condition and subject to acid/alkali spillage and fumes, shall be followed. The work to be complete as per specifications, drawings and direction of engineer

SQM 2350


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1308 Two or more coats of fire resistant paint to withstand 4 hrs of fire as per approved grade and manufacture to give an even shade as per specifications. SQM 100

1309 Two or more coats of black anti-corrosive bitumastic painting on concrete surfaces,of approved brand and manufacture to give an even shade as per specfications.

SQM 20

1310 Two or more coats of synthetic enamel paint of Berger or equivalent make made from synthetic resins and drying oil with rutile titanium dioxide and other selected pigments to give smooth, hard, durable & glossy finish to all interior and exterior surfaces as per specification.

SQM 40

1311 Giving Anti-termite treatment columns pits, foundations, trenches, below floor as per IS:6313 all complete as per specifications, drawings and direction of engineer in charge SQM 37040

1400 FLOORING AND SKIRTING INCLUDING BASE LAYER AND ALL MATERIALS, LABOUR, CURING, POLISHING ETC. COMPLETE IN ALL RESPECTS AS SHOWN ON DRAWINGS AND DESCRIBED IN SPECIFICATIONS.( ONLY ORDINARY PORTLAND CEMENT WHEREVER REQUIRED SHALL BE SUPPLIED BY BHEL AS PER SCC)

1401 40 mm thick heavy duty patent stone flooring in grey cement with Ironite hardner topping. Under layer of 28mm thick cement concrete mix 1:1.5:3 and top layer of 12mm thick metallic concrete of mix 1:2 (1 cement hardner mix:2 stone aggregate 6mm nominal size) by volume with which metalic hardening compound of approved quality is mixed in the ratio 4:1 (4 parts of cement and 1 part of metallic floor hardening compound of approved quality by weight including cement slurry, rounding off edges and aluminium strips etc. complete.

SQM 22080


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1402 25 mm thick heavy duty patent stone skirting in grey cement with Ironite hardner topping. Under layer of 15mm thick cement concrete mix 1:1.5:3 and top layer of 10mm thick metallic concrete of mix 1:2 (1 cement hardner mix:2 stone aggregate 6mm nominal size) by volume with which metalic hardening compound of approved quality is mixed in the ratio 4:1 (4 parts of cement and 1 part of metallic floor hardening compound of approved quality by weight including cement slurry, flat edges and face of the skirting to project 6mm from adjacent plaster or finish all complete. as per specification.

SQM 1250

1403 Precast mosaic tiles 22mm thick of approved shade with marble chips of sizes upto 6mm laid in floors and landings, jointed with neat cement slurry with pigment to match the shade of the tiles including rubbing and polishing complete with under layer of 18 mm thick consisting of 1 part of lime putty:1 part surkhi:2 parts coarse sand by weight, as per specification.

SQM 200

1404 Precast mosaic tiles 22mm thick of approved shade with marble chips of sizes upto 6mm laid in skirting and dado, jointed with neat cement slurry with pigment to match the shade of the tiles including rubbing and polishing complete with under layer of 10mm thick cement plaster 1:3 and face of skirting to project 6mm from adjacent plaster or finish, all complete as per specification.

SQM 150

1404 A Providing and laying non skid self levelling Epoxy over IPS Flooring (overall 50mm thick) of approved make all complete as per specifications, drawings and direction of engineer in charge. ( composite item)

SQM 280

1404 B Providing and laying non skid self levelling epoxy over IPS skirting all complete as per specifications, drawings and direction of engineer in charge. ( composite item) SQM 20


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1404 C Non-skid fully vitrefied 10mm thk non-porous homogenous abrasion resistant floor tile similar to Marbonite of Johnson, FERRAsTONE of Boss Profiles Ltd., Spartek of minimum size 400X400 over IPS floor COMPLETE AS PER SPECIFICATIONS. The work to be complete as per specifications, drawings and direction of engineer( IPS flooring considered separately)

SQM 9650

1404 D Skirting 10mm thk non-porous homogenous abrasion resistant cover base of matching colour, internal and external corner strip similar to FERRASTONE of Boss profiles ltd Marbonite or spartek and fixed to wall strictly as per manufactures spec SQM 50

1404 E 50MM THK HEAVY DUTY CC FLOORING(mix 1:1.5:3) WITH METALLIC HARDENER COMPLETE AS PER SPECIFICATIONS. The work to be completed as per specifications, drawings and direction of engineer

SQM 41550

1404 F 50MM THK HEAVY DUTY CC SKIRTING(mix 1:1.5:3) WITH METALLIC HARDENER COMPLETE AS PER SPECIFICATIONS. The work to be complete as per specifications, drawings and direction of engineer

SQM 400

1405 Providing & fixing min 20mm thk chemical resistant (Acid & Alkali) Tiles in flooring/Dado (overall 50m thk). The tiles shall have compressive strength of 700Kg/Sqcm and surface shall be abrasion resistant and durable. The Mortor used for setting or for under bed shall be durable strong and chemical resistant epoxy mortar including pointing etc. complete as per specification.

SQM 1260

1406 Providing and laying 40mm thick Cast-in-situ terrazo finish in floors,landings, treads and risers. Under layer 28mm thk cement concrete 1:1.5:3 by Volume and topping of 12mm thk. with marble chips of size 1mm to 10mm nominal size laid in white, grey cement or mixture or both in proportion 1:1.5 with white marble powder 3:1 in proposition mixed dry in cement including pigments rubbing/grinding, polishing etc. including 40X3 mm aluminum strips all complete as per specification.

SQM 4050


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1406A .Provide and fix approved quality Granite tiles with stainless steel hold fasts and bedding cement base(1:4),on walls, counter top, wash basin etc. The work to be completed as per specifications, drawings and direction of engineer

SQM 1390

1407 Providing and laying 25mm thick terrazo finish cast in situ skirting/dado projecting out 6mm from adjacent plaster/finish as per specification all complete and topping of 12mm thk with marble chips of size 1mm to 10mm nominal size laid in white,grey or mixture of both in proportion 1:1.5 with white marble powder 3:1 in proportion mixed dry in cement including pigments rubbed/grinding, polishing etc. including 40X3 mm aluminum strips all complete as per specification.

SQM 130

1408 Providing and laying polished Kota stone 20 mm thk in flooring. Under bed shallaverage 30mm thk of 1 part cement,2 part sand : 4 parts stonechip by volume andbrought to proper level. The kota stone slabs/tiles laid over under bed,pressed and tapped down with wooden mallet to the proper level, lifted andpressed again with thick cement slurry spread over the surface with fine jointfinished including pigments, curing, grinding, granite polishing etc. complete.

SQM 980

1409 Providing polished Kota stone 20 mm thk in skirting projecting 6mm fromadjacent plaster all complete .Bed mortar and fixing similar to fixing on floors; SQM 10

1410 Providing matt/polished finish glazed tiles of min. thickness 5.5mm on floors. The mix for levelling course shall consist of 1 part cement and 3 parts coarse sand by weight. Over under bed fairly moist but firm tiles shall be pressed by applying cement slurry with the fine joint including pigments. curing etc. complete as per specification.(preperation of underbed shall be measured else where)

SQM 360


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1411 Providing White(Aranga) Marble tiles of size 600x600x25mm to 15mm in dado, projecting 6mm uniformly from adjacent plaster or wall finish. The mix for underbed plaster shall consist of 1 part cement and 3 parts coarse sand by weight. Before under bed fairly moist but firm tiles shall be pressed by applying cement slurry with the fine joint including pigments. Curing etc. complete as per specification.

SQM 10

1412 Providing and laying 75 thk Foam concrete blocks insulation over roofs including minimum 15mm cement sand plaster fished smooth over foam concrete and providing of expansion joints at intervals as per recommendation of manufacturer.. Thermal conductivity of the concrete shall not exceed 0.125Kcl m/m degree atand weight shall be from .3 to .5 gm/cum, all complete with fillets, expansion joints filled with filler as per specification and manufacturers instructions and guaranteed for 25 years.The work to be complete as per specifications, drawings and direction of engineer(composite item)

SQM 19750

1413 Providing and laying Heavy Duty Ceramic Tiles (Matt Finish) of size 300x300x7mm thick of reputed manufacturer (Kajaria, Spartek or equivalent) of approved finish shade and colour. The tiles shall be scratch resistance of minimum 5 on Mohr's scale and shall have a bending strength of 350 Kg./sqm.Bedding concrete and fixing shall be as per appd recommendations

SQM 60

1413A Providing and laying Heavy Duty Ceramic Tiles (Matt Finish) of size 600x600x7mm thick of reputed manufacturer (Kajaria, Spartek or equivalent) of approved finish shade and colour. The tiles shall be scratch resistance of minimum 5 on Mohr's scale and shall have a bending strength of 350 Kg./sqm.Bedding concrete and fixing shall be as per appd recommendations

SQM 20

1414 Providing and laying min 12mm thk Vitrified Ceramic tile floor 'Grananite' or equivalent all complete as per specifications, drawings and direction of engineer;Bedding and fixing as per appd recommendations

SQM 390


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1415 Providing and laying antistatic PVC floor/skirting in 2mm thick tiles including all costs complete as per specification;Bedding shall be as per recommendations SQM 80

1416 Providing and laying approved min 20 mm thk white marble slab of reputed make on bed mortar complete as per specifications, drawings and directions of engineer in charge.

SQM 460

1417 Providing and laying cinder filling in the toilets complete as directed by engineer incharge. CUM 100

1500 PROVIDING AND ERECTING ROOFING/SIDE CLADDING INCLUDING LAPS, SCAFFOLDING HOOKS, WASHERS, CORNER PIECES, ETC. COST OF ALL MATERIAL, LABOUR, EQUIPMENT, CLEATS, SHEETING RUNNER, RAILS MILD STEEL WIND TIES (HORIZONTAL/VERTICAL) AND ANY OTHER STEEL WORKS ETC. COMPLETE FOR THE FOLLOWING:

1501 Providing and fixing M.S. trough metal decking plate over roof purlins for In-situ roof slab. Thickness of deck plate shall be minimum 1.2mm and shall serve as permanent shuttering to the roof slab 100mm thick measured over crest of metal decking & shall have adequate strength of support weight of green concrete and imposed loads during concreting over a span of 2500mm between purlins as per manufacturer's recommendations/calculations/test certificates for approval including fixing of plates to purlins, side lapping; end lapping,primer and final painting underneath etc.complete as per engineers approval and specification. (height of trough as per design should be included in the cost). Measurement shall be of the plan area of roof covered by M.S. trough metal decking.

SQM 100


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1501 A Designing, providing and fixing permanently color coated galvanised MS troughedmetal sheet decking plate as per IS:513 over roof purlins as per relevant IS codeand specification. Thickness of deck plate shall be minimum 0.8mm (base metalexcluding coating), with minimum trough depth of 44 mm, with minimum yeildstrength of 240Mpa and shall serve as permanent shuttering to the cast-in-situ roofslab 100mm thick measured over crest of metal decking & shall have adequatestrength to support weight of green concrete, imposed loads and construction loadsover a span of around 1800mm between purlins as per manufacturer'srecommendations/ calculations/ test certificates for approval including fixing of platesto purlins, side lapping, end lapping etc.complete as per engineers approval andspecification. The sheet shall be permanently coated with silicon modified polysterpaint of minimum 20 micron DFT on exposed surface and minimum 7 micron on otherface over epoxy primer applied over hot dipped galvanising as per IS:277 at the rateof 275 gm/sqm including fixing of sheet to purlin with

SQM 7600

self tapping .The work to be complete as per specifications, drawings.Self drillingwhite zinc plated heat treated high carbon steel screws of minimum 5.5 mm dia @390mm c/c in the trough and sealing with epoxy sealant. (height of trough required asper design should be included in the cost). Measurement shall be of the plan area ofroof covered by MS trough metal decking. The work to be complete as perspecifications, drawings and direction of engineer

1502 Providing and fixing 1 mm thick corrugated/semicorrugated G.I. sheet in roofs, cladding at all elevation with minimum 150mm overlapping, 8 dia G.I. hook bolts or 'J' Bolts and nuts @305 mm c/c along with G.I. and bitumen washers including cutting of sheets for opening etc. all complete.

SQM 25

1600 PROVIDING AND FIXING FALSE CEILING INCLUDING SUPPLY OF CEILING MATERIAL, WORKING LAYOUT DRAWINGS AND DETAILS, SUSPENSION SYSTEM AND ALL OTHER MATERIALS REQUIRED FOR THE WORK INCLUDING MAKING RECCESS FOR LIGHT FIXTURES, ALUMINIUM DIFUSERS, FIRE ALARMS ETC., POLISHING/PAINTINGS, LABOUR ETC., ALL COMPLETE AS PER SPECIFICATION.


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1601 Providing and Fixing mineral fibre based acoustic ceiling board system consisting of supporting grid system forming panels of specified size suspended from RCC slab, structural steel or cat walkway grid above with 4 mm minimum galvanised wires (rods) with special height adgestment clips, providing openings for AC ducts, return air grills, light fixtures etc. as per drawings, specification and instruction of engineer with alumunium grid as per specifications including 25mm thick mineral wool insulation (as per IS:8183) bound in bags on top of panels.( SUITABLE STRUCTRAL PLATFORM GRID MADE UP OF MS CHANNELS / BEAMS / ANGLES shall also be provided above the False Ceiling level for movement of personnel to facilitate maintenance ( Materials for structural paltform grid made up of Ms Channels/ BEams / Angles shall be supplied by BHEl and shall be paid under SL Item No 702.)

i) min 12 mm thick board with galvanised light gauge steel load bearing supporting GI frame and finished flat. SQM 20

ii) min 12 mm thick board in profile (dome etc.) with galvanised light gauge steel load bearing supporting GI frame and finished flat. SQM 20

iii) min 12 mm thick board in tile of 600mmX600mm with double web design, galvanised steel with prepainted steel capping of approved shade and colour, supporting Tee frame(24 mmX38mm) galvanised light gauge steel load bearing supporting GI frame and finished flat.

SQM 20

1602 50 mm thk bonded mineral wool/polystrene block as Under deck Insulation with alumunium foil as per specifications complete SQM 2600


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1602 A Minimum 600 mm high False floor with adjustable metal supporting system with fire resistant floor panels finished with antistatic venyl flooring and matching skirting .The work to be completed as per specifications, drawings and direction of engineer SQM 1500

1603 Providing, fixing and laying permanently colour coated aluminium false ceiling of approved colour and Luxalon of Hunter Douglas make or equivalent with corrosion resistance aluminium alloys panels of minimum thickness 0.5mm including 50mm thick mineral wool insulation (as per IS:8183) bound in polythene bags on top of panels. Additional hangers and height adjustment clips shall be provided for return air grills, light fixtures. A.C. ducts etc. suitable M.S. channel (minimum MC 75) grid 1200 c/c maximum shall also be provided above the false ceiling level for movement of personnel to facilitate maintenance of lighting fixtures, AC ducts etc.The work to be complete as per specifications, drawings and direction of engineer.( SUITABLE STRUCTRAL PLATFORM GRID MADE UP OF MS CHANNELS / BEAMS / ANGLES shall also be provided above the False Ceiling level for movement of personnel to facilitate maintenance ( Materials for structural paltform grid made up of Ms Channels/ BEams / Angles shall be supplied by BHEl and shall be paid under SL Item No 702.)

SQM 2310


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1604 Providing, fixing and laying anodised natural colour matt finished aluminium false ceiling of Indal make with corrosion resistance aluminium alloys panels of minimum thickness 0.5mm including 50mm thick mineral wool insulation (as per IS:8183) bound in polythene bags on top of panels. Additional hangers and height adjustment clips shall be provided for return air grills, light fixtures. A.C. ducts etc. suitable M.S. channel (minimum MC 75) grid shall also beprovided above the false ceiling level for movement of personnel to facilitate maintenance of lighting fixtures, AC ducts etc.( SUITABLE STRUCTRAL PLATFORM GRID MADE UP OF MS CHANNELS / BEAMS / ANGLES shall also be provided above the False Ceiling level for movement of personnel to facilitate maintenance ( Materials for structural paltform grid made up of Ms Channels/ BEams / Angles shall be supplied by BHEl and shall be paid under SL Item No 702.)

SQM 20

1700 PROVIDING AND FIXING RAIN WATER DOWN TAKE PIPES INCLUDING 2 COATS OF APPROVED PAINT OVER A PRIMARY COAT, ALL SPECIALS AND ACCESSORIES ETC. COMPLETE AS PER SPECIFICATION.

1701 Mediun class galvanized mild steel pipe of 100mm dia conforming to IS 1239/IS 3589 complete including two coats of anti-corrossive paints under a coat of primer as per specifications . The work to be complete as per specifications, drawings and direction of engineer

RM 1950

1702 Mediun class galvanized mild steel pipe of 150mm dia conforming to IS 1239/IS 3589 complete including two coats of anti-corrossive paints under a coat of primer as per specifications of 150mm dia. The work to be complete as per specifications, drawings and direction of engineer

RM 3450

1800 MISCELLANEOUS

1801 Providing and fixing PVC water stops 225mm wide, 6 mm thick. RM 2610


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1802 Supplying and installation of 25mm thick vibration damping, resilient pads around foundation of vibrating equipment and other locations as directed by the Engineer-in-charge including cost of all materials labour equipment etc. complete as per drawing and specifications.

SQM 25

1803 Providing and laying 100 mm thk. anticorrosive insulating bituminastic layer laid to slope using special grade Bitumen and filter materials like compacted crushed stone chips, screenings, fine gravel, clean sand or similar material and rolled or compacted complete as per drawings below fuel oil tanks and at such other places as directed by the Engineer and as per specifications.

SQM 100

1804 Providing and fixing G.I strips minimum 1.5mm thk and 150mm wide unless specified otherwise in water retaining structure. Galvanising as per relevant I.S. codes and as per specifications.

RM 50

1805 Providing and fixing aluminium strips minimum 18 SWG thk and 300mm wide over expansion joints with minimum lap of 50mm length including aluminium screws, rawl plugs all complete as per specification.

RM 860

1806 DELETED

1807 Providing, laying and fixing transformer rails including guide rails in concrete including joining of rails. Anchoring lugs etc. complete as per specification.( Transformer rail shall be supplied by vendor) MT 140

1808 Providing and Laying of earthing mats/rods including transportation from yard stores, loading, unloading, cutting to length, welding etc. complete as per specification and as directed by Engineer-in-charge.(Excavation and Backfilling will be paid under respective items ) (MS Earthing rods only will be issued by BHEL as per SCC.)

MT 670


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1809 Providing and fixing weep holes in Drains consisting of 100 mm dia LDPE pipesleeves along with single side covering for the pipe mouth with galvanised weldedwire fabric of 20 mm sq. opening along with 300 X 300 mm sq., 300 mm deep, 40mm aggregates to cover fabric mesh mouth complete as directed by engineer incharge.

Nos. 500

1810 Providing and fixing GI rungs in concrete/brick walls at all elevations including @ zinc coating shall not be less than 900 g/sqm all complete. KG 3000

1811 Providing and fixing PVC pressure relief valve of minimum dia 90 mm in feedpool base slab including 160 mm dia housing pipe of minimum length 2650 mm with perforation as per IS 4558, nylon jali, perforated end plug, collar, graded filter, excavation, fixing in concrete sandwitch slab all complete as per IS 4558 and as per direction of Engineer.

Nos. 100

2000 FENCING AND GATES.

2001 Supplying and erecting in position 2.4 m high PVC coated gavanised chain linked fencing of minimum 8 gauge (including PVC coating ) of mesh size 75 mm and galvanized concertina including MS angle / channel fencing posts. The diameter of the steel wire for chain link fencing excluding PVC coating shall not be less than 12 gauge. GI barbed wire fencing confirming to IS 298 at top of chain link fencing shall be provided with 4 stands of height of 600 mm including all accesories as per specification all complete and as per specifications. The work to be complete as per specifications, drawings and direction of engineer.( Item includes all excavation, concreting , backfilling and cost of all materials including steel materials for posts )

SQM 1420

2002 Supplying and fixing G.I. barbed wire in fencing including G.I clips etc. complete as per specification MT 50


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REVISION NO 03

2003 Supply, fabrication and installing in position and testing galvanised MS Gates out of channels, joists, angles, flats, plates, pipes & sheets including stiffners, bracings, fabricated hinges, MS Aldrops with locking arrangement, tempered steel pivot, guide track of MS Tee, ball bearing arrangements, castor wheels,etc. all complete as per drawing, specification and as directed by Engineer-in-charge with 600mm high GI barbed wire fencing at top all complete.( Item includes all excavation, concreting , backfilling and cost of all materials including steel materials )

MT 10

2100 WATER SUPPLY

2101 Providing and fixing in position tested heavy duty type chromium plated brass long neck bib cocks including sockets, union, nut etc. complete 15mm nominal bore.

NO. 100

2102 Providing and fixing in position heavy duty brass stop cock of approved quality including all specials etc. complete as directed by Engineer 15mm nominal bore. NO. 160

2103 Providing and fixing in position heavy duty brass full way valve with wheel of approved quality 25mm nominal bore. NO. 50

2104 Providing and fixing in position heavy duty brass full way valve with wheel of approved quality 50mm nominal bore. NO. 40

2105 Providing and fixing GI pipes complete with GI sockets, unions, elbows, tees, nipples etc. and clamps including cutting and making good the walls etc. complete (internal work) 15 mm nominal bore.

RM 220

2106 Providing and fixing GI pipes complete with GI fittings a clamps including cutting and making good the walls etc. complete (internal work) 20 mm nominal bore. RM 350


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2107 Providing and fixing GI pipes complete with GI sockets, unions, elbows, tees, nipples etc. and clamps including cutting and making good the walls etc.complete (internal work) 25 mm nominal bore (N.B).

RM 100

2108 Providing and fixing GI pipes complete with GI sockets, unions, elbows, tees, nipples etc. including trenching & refilling anti-corrosive paint etc. complete (external work) 15mm nominal bore (N.B).

RM 90

2109 Providing and fixing GI pipes complete with GI sockets, unions, elbows, tees, nipples etc. including trenching & refilling anti-corrosive paint etc.complete (external work) 20mm nominal bore (N.B).

RM 80


RM 80


RM 90

2112 Providing and fixing 750mmx450mm high square edge 6mm thk float glass mirror of adequate width from reputed mirror manufacturer to match toilet layout and interior decor. Mirror shall be mounted with glass adjustable revolving CP brackets etc. complete with CP screws as per specification.

NO. 70

2114 Providing and fixing 500mm long stainless steel towel rail, including bracket etc all complete as per specification. NO. 30

2114 A Supplying, providing and fixing minimum 600mm long porcelain tray all complete as per specifications, drawings and direction of engineer NOS 40

2114 B DELETED


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2114 C Providing and fixing C.P. soap holder mounted with C.P. screws etc.complete as per specification. NO. 40

2114 D Providing and fixing stainless steel soap holder mounted with screws etc.complete as per specification.The work to be complete as per specifications, drawings and direction of engineer

NO. 40

2116 Providing and fixing C.P. liquid soap dispenser. Dispenser shall be round and easily revolving with removable threaded nozzle and mounted on C.P. brackets etc.complete as per specification.

NO. 40

2117 Providing and fixing stainless steel toilet paper holder with suitable cover cum cutter fitted with screws etc. complete as per specification NO. 40

2118 Providing and fixing shower set all complete with 15 or 20 mm inlet all complete as per specifications, drawings, and directions of engineer incharge. No. 40

2119 A Providing & fixing P.V.C. water tank (Syntex or equivalent) in position of 1000 litres capacity. The work to including making all necessary inlet & outlet pipes, fixture, ball cocks, valves etc. all complete as per specification at all heights and levels NO. 20

2119 B Providing & fixing P.V.C. water tank (Syntex or equivalent) in position of 2000 litres capacity. The work to including making all necessary inlet & outlet pipes, fixture, ball cocks, valves etc. all complete as per specification at all heights and levels NO. 10

2120 Providing and fixing in position in the base slab of water retaining structures non return valves of 90mm diameter non metallic PRV pipe and 160mm diameter OD perforated PVC housing pipe 430mm long including graded gravel filters as per IS:4558-1995 and as shown in the drawings all complete.

Nos. 200


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2200 SANITARY WORKS ( ONLY ORDINARY PORTLAND CEMENT WHEREVER REQUIRED SHALL BE SUPPLIED BY BHEL AS PER SCC)

2201 Supply and fixing glazed vitreous china wash basin std/table top size 600x450 with painted C.I. brackets painted white, 15mm chromium plated brass hot & cold faucets with nylon washers, chromium plated brass chain with rubber plug 32mm chromium plated brass bottle trap and waste of standard pattern, 32mm dia chromium plated brass trap unions, plastic connection pipe with chromium plated nuts, cutting and making good the walls where required etc. complete as per specifications

NO. 60

2202 Providing and fixing approved vitreous china acid/alkali resistant laboratory sink of size 600x450x200mm with R.S. or C.I. brackets, chromium plated brass chain with rubber plug 40mm, CP brass waste and 40mm CP brass bottle trap with necessaary union complete including painting the fittings, cutting and making good the wall where required as per specification.

NO. 20

2202 A Providing and fixing approved stainless steel sink with integrated drainboard complete including painting the fittings, cutting and making good the wall where required as per specification.The work to be complete as per specifications, drawings and direction of engineer

NO 20

2203 Providing and fixing colour European type water closet with siphon, open front solid plastic seat and plastic cover, low level 12.5 litre glazed stone water flushing cistern with valveless fittings, necessary C.P connections etc. complete as per specification.

NO. 40

2204 Providing and fixing glazed vitreous china pan with foot rests and high level 12.5 litre C.I flushing cistern with valveless fittings, necessary C.P connections, foot rests shall be made of white glazed vitreous china with chequered surface allcomplete with cistern painting, C.I brackets etc. as per specification.

NO. 40


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REVISION NO 03

2204 A Providing and fixing wall type glazed vitreous large flat black sensor operated china urinals with C.I automatic flushing cistern approximately once every five minutes for every four urinals (max.) with flush pipes, lead pipes, gratings, CP bottle traps and necessary C.P fittings all complete as per specifications.

NO. 40

2205 Providing and fixing wall type glazed vitreous large flat black china urinals with C.I automatic flushing cistern approximately once every five minutes for every four urinals (max.) with flush pipes, lead pipes, gratings, CP bottle traps and necessary C.P fittings all complete as per specifications.

NO. 40

2206 Supply, laying and jointing 75mm dia heavy duty cast iron pipes including bends, branches and all other necessary fittings, lead cocking, a coat of bitumenous paint, M.S holder bats/clamps, cutting and making good the walls and floors, jointing, testing etc. all complete and as per specifications.

RM 260

2207 Supply, laying and jointing 100mm dia heavy duty cast iron pipes including bends, branches and all other necessary fittings, lead caulking, a coat of bitumenous paint, M.S holder bats/clamps, cutting and making good the walls and floors, jointing, testing etc. all complete and as per specifications.

RM 810

2208 Supply, laying and jointing 150mm dia heavy duty cast iron pipes including bends, branches and all other necessary fittings, a coat of bitumenous paint, M.S holder bats/clam lead caulking, a coat of bitumenous paint, M.S holder bats/clamps, cutting and making good the walls and floors, jointing, testing etc. all complete and as per specifications.

RM 800

2209 Providing, laying light duty non pressure NP3 class RCC pipes with collars jointed with stiff mixture of cement mortar 1:2 including testing of joints etc. complete 150mm dia, as per specifications.

RM 160


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RM 390


RM 50


RM 400


RM 210


RM 90


RM 190

2216 Providing, laying light duty non pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar 1:2 including testing of joints etc. as per specifications for dia:

150mm RM 10250mm RM 10

300mm RM 10


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500mm RM 10

2217 Providing, laying light duty non pressure NP4 class RCC pipes with collars jointed with stiff mixture of cement mortar 1:2 including testing of joints etc. as per specifications for dia:300mm

RM 10

500mm RM 10

600mm RM 10

900mmRM 10

2218 Providing and fixing C.I Manhole cover of size 600mmx450mm including frame from reputed manufacture all completeas per specifications. NO. 10

2218(a) Providing and fixing C.I Manhole cover of size 1000mmx1000mm including frame from reputed manufacture all completeas per specifications. NO. 20

2219 Providing and fixing circular heavy duty man hole cover of 600mm dia with frame all complete as per specification. NO. 30

2220 Providing and fixing square mouth S.W Gully trap grade 'A' complete with CI grating, brick masonry chamber and watertight CI grating, brick masonry chamber and water tight CI cover with 300x300mm (inside) the weight of cover to be not less than 4.53 Kg and frame to be not less than 2.72 Kg as per drawing and specifications etc. all complete size 100x100mm P or S Type.

NO. 30


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NO. 20


NO. 20

2223 Providing and fixing C.I. floor traps with C.P jalli complete as per specification.NO 190

2224 Providing and installing approved brand single tap water cooler of 80 L cooling capacity complete in all respect. NO. 10

2225 Providing and installing approved brand single tap water cooler of 150 L cooling capacity complete in all respect. NO. 20

2225 A Providing and fixing drinking fountains all complete as per drawings, specifications and directions of engineer incharge. NO 20

2226 Providing and fixing white viterous urinal partitions all complete as per specification.NO. 80

2226 A Providing and layying BENTONITE ( sodium based ) for electronic earthing pit as per specifications and the direction of engib\neer in charge. KG 1600


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2226 B SUPPLY OF UNSKILLED LABOUR AS PER DIRECTION OF THE ENGINEERHEAD 500

2300 Structural steel works. All items for fabrication should include supply, preparation of fabrication drawings (including appointment of a seperate agency appd by BHEL, for review and approval of fabrication dwgs) as per specifications including painting with a coat of primer and also inclusive of all necessary quality test to the satisfaction of engineer/customer for the following. Note :1) Low Hydrogen electrode shall be of Essab / D & H / Advani Oerlikon make.2) Flux and wire combination for sub merged arc welding of structurak steel shal;l be as follows; Filler wire shall be automelt grade C of classification AWS - A - 5.17 - EH 14 and Flux shall be agglomerated type ( Automelt Grade IV ) of classification AWS - A - 5.17 - F7A2- EH 14 of Advani Oerlikon Make or equivalent.3) Flux and wire combination of FACW ( Flux core arc welding ) shall be ofm FC -31 or equivalent type of Advani-Oerlikon , Essab , D&H make .4) Primer/ Paint shall be of Berger make or equivalent.

2301 Preparation of detail fabrication drawing, supply, fabrication of structural steel (rolled section, built up section or combination), delivery at site, transportation, straightening of structural members wherever required, work in columns, girders, beams,gantry girders, trusses, purlins,bracings, cleats, shear connectors, platforms, lugs, safety chains etc. along with base plates & other fittings & fixtures including cutting, grinding, machining, wherever applicable, drilling, bolting (Field bolts wherever provided shall be high tensile of 20mm dia or of higher dia and of property class 8.8 as per IS:1367(Latest) for all major connections including appointment of separate agency,approved by BHEL, for review and approval of fabrication drawings, in consultation with BHEL, prepared by the bidder. The bolted joints shall be designed for bearing type connections and the HT bolt shall be tightened to develop the required pretension during their installation.) including cost of HT & HSFG bolts of minimum of GKW or equivalent make ,welding (shop connections will be all welded. Welding shall be in accordance with the recommendations of IS 816 and IS 9595), CO

MT 16420


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2301 contd.

CONTD. FROM ABOVE - preheating of welded joints (& use of low hydrogen /radiogenic electrodes as per spec.), shop coat of painting & touch up painting, complete as per specifications. Nominal connections in field like purlins, stairs, wall beams shall be done by 16mm dia. MS black bolts as per IS:1363(Latest) unless specified otherwise.Steel will confirm to Grade A of IS 2062 for Rolled Steel members or plate upto 20mm thickness.For plate above 20mm thickness and welded construction steel conforming to Grade B (Killed) of IS 2062 shall be used except for crane girders where Grade C (IS 2062) steel shall be used. Builtup section shall be fabricated using submerged welded as per specification. The primer coats shall be 2 coats of Redoxide Zinc Chromate, one coat applied in shop and second coat applied at the time of erectionas per IS:2074 & IS:1477(PartI & II).The surface preparation will be by manual cleaning with steel wire brush as per the requirements of IS code.Approval of fabrication drawings does not relieve the bidder from the responsibility of its correctness and accuracy. CONTD BELOW

2301 contd

CONTD FROM ABOVE - The entire work to be completed as per specifications, drawings and directions of Engineer in charge ( wt of temporary structres not payable). (Structural Steel materials shall be issued by BHEL as per SCC.)

2301(A)

Extra over Item 2301 but with " Sand Blasting for surface preparation as per requirement of IS code or by Mechanical Power Tools as per IS 1477 Part I, in lieu of Manual Cleaning with Wire Brush".

MT 5000

2302 Supply, fabrication of chequered plates and delivery at site including shop coat of painting and touch up painting complete as per specifications. The primer coat shall be as per details explained under item no 2301(a) ( Chequered Plate will be supplied by BHEL as per SCC )

MT 260


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2303 Supply, fabrication of MS grating and delivery at site including shop coat of painting and touch up painting complete as per specifications. The primer coat shall be as per details explained under item no 2301(a). ( All materials to be supplied by vendor )

Note :

1) 70 % payment shall be released against recipt of materials at site with all document/reports.2) 20 % payment shall be released against ercetion.3) 10 % payment shall be released against alignment.

MT 100

2304 Supply, fabrication of MS grating and delivery at site including Hot dip galvanising- minimum coating of Zinc 610gm/Sqm over blast cleaned steel surfaces as per IS:4759 & other relevant codes complete as per specification, drawing and as directed by Engineer-in-charge.

( All materials to be supplied by vendor )

Note :

1) 70 % payment shall be released against recipt of materials at site with all document/reports.2) 20 % payment shall be released against ercetion.3) 10 % payment shall be released against alignmnet.

MT 30

2305 Supply, fabrication and delivery at site, transportation, loading/unloading of various sizes, 40 dia GI pipe hand railing & Safety chains including painting and fixing as per specification, labour and material completer for heavy duty class.( All materials to be supplied by vendor )

MT 80


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2305 A Supply, fabrication, delivery at site, transportation, loading/unloading and erection of various sizes, 40 dia stainless steel hand railing including painting and fixing as per specification, labour and material completer for heavy duty class.( All materials to be supplied by vendor )

MT 20

2306 Supply, fabrication including preperation of fabrication drawings, delivery at site, transportation, loading, unloading etc. of MS coal bunkers in cylindrical or rectangular shape with bottom conical portion (with circular or rectangular mouth piece attached) with all special fixtures such as stiffeners, supporting brackets for mounting of steel frame structure as per specification, labour, material, welding (use of low hydrogen radiographic electrodes) complete including shop coat of painting and touch up painting. (All structural steel material shall be supplied by BHEL as per SCC )

MT 1700

2307 Erection of structural steel works including the receiving the fabricated material either from Project site or from any where at Project site, all field connections, bolting including HSFG bolts wherever applicable and welding and fixtures wherever necessary as shown on drawings and as directed by the engineer, labour and material, for all heights as per the drawings issued from time to time at the time of execution.

MT 16420

2308 Erection of chequered plate, handrail and grating including the receiving material either from Project store or from any where at Project site all field connection, bolting, welding and fixtures wherever necessary as per specifications and as shown on drawings and as directed by the engineer, labour and material, for all heights as per the drawings.

MT 490

2309 Erection of coal bunkers as mentioned above on structural steel frame work including receiving fabricated material either from project store or anywhere at project site, all field connections, bolting, welding complete as shown on drawings and as directed by engineer, labour and material complete.

MT 1700


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2310 Supply and application of 2 coats of anti-corrossive synthetic enamel paint of Berger or equivalent make, approved colour over primer coat at all heights and levels for all steel structures(ST 2301) including chequered plates and gratings. Total DFT of finished paint shall be minimum 100 microns including primer,complete as per specifications.The work to be completed as per specifications, drawings and direction of engineer

MT 14470

2311 Painting of structural steel works for coal bunkers with 2 coats of synthetic enamel paint of Berger or equivalent make, approved colour over primer coat at all heights and levels on external face. Total DFT of finished paint shall be minimum 100 microns complete as per specifications.

MT 1700

2312 Supply, fabricate and erect 3 mm thick stainless steel liner of grade AISI-316; on M.S. plate for inside surfaces of hopper & mouth of hopper of bunker as directed by the Engineer including fixing with studs, bolting/plug welding etc. complete as per specifications and IS standards. Electrode classification shall be E308L for welding of stainless steel to stainless steel and Inox CW codingAWS-310-16 ISMBOS-311 or INOX -D2 coding -AWSE 309-16, ISMB 04-311 for stainless steel to mild steel.(All Stainless Steel Liner material shall be supplied by BHEL as per SCC )Note :1) 65 % payment shall be released against fabrication.2) 25 % payment shall be released against ercetion.3) 10 % payment shall be released against alignment

SQM 1000

2313 Grouting of pocket holes, pipe sleeves of any shape and size under base plate after erection and alignment if necessary, structural steel work, machinery at any elevations including roughening surface, cleaning, ramming, curing, etc., complete as per specifications. (Only OPC Cement shall be supplied by BHEL as per SCC wherever required ) and clearning the pocket by compressed air before placement of concrete).

CUM 30


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2314 Conducting radiography test on welds wherever specified by the engineer including provision of necessary equipments, measuring devices, gauges, materials and labour as per specifications complete (over and above the work already specified in the specifications/Field Quality Plans.)

RM 90

2315 Conducting ultasonic test on welds wherever specified by the engineer including

provision of necessary equipments, measuring devices, gauges, materials and labouras per specifications complete (over and above the work already specified in the specifications/Field QualityPlans.)

RM 90

2316 Conducting magnetic particle test on welds wherever specified by the engineerincluding provision of necessary equipments, measuring devices, gauges, materialsand labour as per specifications complete (over and above the work alreadyspecified in the specifications/Field Quality Plans.)

RM 90


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REVISION NO 03

2317 Design, supply, fabrication, erection of stoplog gates in CW Pumps as per specification with embedments required, lifting beams, special tools & plants, spare parts for three years, machining, casting, all materials such as structural steel, cast steel, stainless steel, brass used for seals, rubber seals, gears, ball and roller bearing, branch bushings, greasing, bolts, nuts, lugs, threaded fastners etc., cleaning, sand blasting, hot double dip galvanised with minimum coating of zinc 750 gms/sqm., following by an application of etching primer and dipping in black bitumen as per B.S. 3416, erection along with a second stage concreting to true plumb and levels, submission of drawings / fabrication drawings for engineers approval etc., all complete as per specifications and approved drawings. The leakage through rubber seal shall not be more than 5 lit/min/metre length of seal under maximum head.(only weight of structural steel including embedments shall be considered for payment purpose)

(All material including steel materials shall be supplied by Vendor)Note :1) 4 % payment shall be released on approval of Design .2) 70 % payment shall be released against recipt of materials at site with all document3) 21 % payment shall be released against ercetion.4) 5 % payment shall be released against leakage test

MT 40


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2318 Supplying, fabricating, erecting in position and testing / examining bolted and / or welded structural steel work at all levels for stationary screens made out of rolled sections and / or plates including cutting, straightening if required, edge preparation, bolting / welding of joints, cleaning, sand blasting, hot double dip galvanised with minimum coating of zinc as 750 gms./sqm. followed by application of an etching primer and dipping in black bitumen as per BS 3416, complete as per drawing and directed.(All material including steel materials shall be supplied by Vendor)Note :

1) 70 % payment shall be released against recipt of materials at site with all document/reports.2) 20 % payment shall be released against ercetion.3) 10 % payment shall be released against alignment.

MT 60

2319 Supply, fixing and placing of poly tetra floro ethylene bearings of reputed manufacturer for loading as specified below and dispacement of (+)50mm, complete with fixtures as per specification.

I) Vertical Load of 20 Tons Nos. 5

ii) Vertical Load of 30 Tons Nos. 5

iii) Vertical Load of 50 TonsNos. 5

2320 Dismantling of existing steel structures etc at any elevations including lowering ofmaterial and carriage of materials to fabrication shop/stores as per specifications andinstructions of engineer.

MT 40


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2321 Erection of dismantled fabricated structural steel members requiringmodifications including carriage from field fabrication shop complete as perspecification and instructions of the engineer. MT 20

2321A Dismantling of existing CGI Cladding at any elevations including lowering ofmaterial and carriage of materials to designated store, including transportation,carriage, labour etc as per specifications and instructions of engineer in charge. SQ Mtr 500

2321B Erection of dismantled CGI Cladding at all elevation with minimum 150mmoverlapping, 8 dia G.I. hook bolts or 'J' Bolts and nuts @305 mm c/c along with G.I.and bitumen washers including cutting of sheets for opening, taking delivery fromstores. transportation to erection site, labour, etc. all complete as per specificationand direction of Engineer in charge..

SQ Mtr 500

2400 ROAD WORK INCLUDING SUPPLY OF MATERIAL, COST OF LABOUR,MACHINERY ETC ALL COMPLETE AS PER SPECIFICATION, DRAWING,RELEVANT IRC & IS CODES AND AS DIRECTED BY THE ENGINEER-IN-CHARGEFOR THE FOLLOWING.

2401 Preparation of sub grade by excavating earth to required depth in all type of soilsand ordinary rock except hard rock dressing to camber and consolidating the baseincluding making good the undulation and stacking/disposal of surplus excavatedmaterial within a lead of 1.0km etc all complete.

CUM 16380

2402 Preparation of sub grade by excavating earth to required depth in hard rockdressing to camber and consolidating the base including making good the undulationstacking/ disposal of surplus excavated material within a lead of 1.0km etc allcomplete.

CUM 1820


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REVISION NO 03

2403 Extra over item no. 2401 & 2402 for disposal of surplus excavated earth and rockbeyond an initial lead of 1km and upto a lead of 5km. CUM 4550

2404 Earthwork in filling/embankment filling using approved quality of soil fromapproved borrow areas (borrow areas to be acquired by the bidder at no extra cost)including stripping of borrow areas, excavation, lifting, handling, sorting, breakingclods, transportation, laying, spreading, watering, compaction in layers to achieve aminimum of 97% maximum dry density (Standard Proctor Test), levelling, dressing,finishing to required camber, slopes and grades, dewatering if necessary includinglifts and leads etc all complete.

CUM 2000

2405 Earthwork in filling/embankment filling with selected earth obtained fromcompulsory excavation inside the project area on prepared surface obtained bycompacting with mechanical means including re-excavating the loose earth, lifting,handling, sorting, breaking clods, transportation, laying, spreading, watering,compaction in layers to achieve a minimum of 97% maximum dry density (StandardProctor Test), levelling, dressing, finishing to required camber, slopes and grades,dewatering if necessary including lifts and leads etc all complete.

CUM 20000

2406 Providing, stacking and laying granular morrum for shoulder including watering,compaction with road roller to required degree and finishing to required level,slope/camber etc all complete.

CUM 2110

2407 Providing & laying water bound macadam sub base course in layers of requiredthickness with crushed stone aggregates of 90 to 40 mm size, stone screenings andbinding material including screening, sorting, spreading to template and consolidationwith road roller including carriage, spreading and consolidation of binding materialmoorum etc including cost of material, labour all complete.

CUM 6700


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2408 Providing & laying water bound macadam base course in layers of requiredthickness with stone aggregates of 63mm to 40mm size, stone screenings andbinding material including screening, sorting, spreading to template and consolidationwith road roller including carriage, spreading and consolidation of binding materialmoorum etc including cost of material, labour all complete.

CUM 4500

2409 Providing & laying water bound macadam base course with stone aggregates of50mm to 20mm size, stone screenings and binding material including screening,sorting , spreading to template and consolidation with road roller including carriage,spreading and consolidation of binding material moorum etc including cost ofmaterial, labour all complete.

CUM 2300

2410 Providing and applying tack coat of low viscosity liquid bitumen of suitableapproved grade confirming to IS:73, 217 or 454 as applicable @ 10 kg/10sqm onuntreated WBM surface including scraping, cleaning with compressed air etc allcomplete.

SQM 26750

2411 Providing and applying tack coat of low viscosity liquid bitumen of suitableapproved grade confirming to IS:73, 217 or 454 as applicable @ 5kg/10sqm on abituminous macadam base including cleaning the base surface with a mechanicalbroom or any other approved equipment/method etc all complete.

SQM 26750

2412 Providing, mixing and laying bituminous macadam course of compacted 75mmthickness with bitumen of a suitable grade complying with IS 73 and aggregates,binder material as specified in specification including hot mixing, hot laying, rolling etcall complete.

SQM 26750

2413 Providing, mixing and laying premix carpet ( as per IRC-14 ) of compacted20mm thickness in a single course composed of suitable small size aggregatespremixed with a bituminous binder on a prepared base as per specificationincluding rolling etc all complete.

SQM 26750


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2414 Providing and applying liquid seal coat comprising of an application of a layer ofbituminous binder at the rate of 9.8kg/10sqm followed by a cover of stone chips atthe rate of 0.09 cum/10sqm including rolling etc as per specification all complete. SQM 26750

2415 Providing, laying and fixing 400mm long x 100mm thick x 375mm deep precastconcrete kerb stone blocks of approved pattern with concrete grade M15 using20mm down size aggregates as per drawing including fixing in 13mm thick cementsand mortar 1:2 in joints, finishing the joints with neat cement paste, making drainageopenings wherever required etc all complete.

RM 600

2416 Providing and laying 60mm thick interlocking precast concrete blocks ofapproved colour and pattern with concrete grade M30 using 20mm down sizeaggregates including providing necessary bedding, fixing the precast concrete blocksand finishing the joints etc as per manufacturer's specification.

SQM 1320

2417 Providing and laying of 150 mm diameter R.C.C hume pipes (scupper drain) ofclass NP2 conforming to IS:458 with collars, jointing the pipes with cement sandmortar 1:2 and fixing in position etc all complete.

RM 100

2417 A Providing and fixing aluminium nosing in staircase all complete as per

thespecifications, drawings and direction of engineer in-chargekg 1000

2417 B Providing and fixing 2nos. 6mm thick clear float glass separated by an air gap of 12mm thick, hermetically sealed, moisture resistant and of approved manufacturer to be provided for air lock doors all complete as per the specifications, drawings and direction of engineer in-charge

SQM 200


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2417 C Special purpose partition manufactured by Anutone Acoustic Ltd or equivalent having rigid framework consisting of GI studs of adequate size @600mm c/c and floor ceiling and intermediate channels to provide a wall system capable of supporting wall hung C.C.T.V. at different locations.The framing system shall be integrated with independent floor supported structural framework of digital display board. The front side of the frame shall have Excelsior Accoustcal Panels-Elega finish-2400/1200X600X19 mm thick FABRICO Sound Soak- Plane Texture of approved colour. The rear side of the partition shall have Excelsior Acoustical Panels-Elega finish-specially Sound Smart-Burl of size 2400/1200 X600X19 mm thick smooth finished with gypsum plaster and finished with acrylic paint. The entire wall to have Class I fire rating as per BS code. The entire partition wall to have concealed framing system and to have monolithic fabric finish of approved colour or composition of two different colour as per approved design to entire exposed surface including door panels on control room side. The work to be complete as per the specifications

SQM 160

2417 DProviding and laying 50mm thick anti-skid interlocking concrete pavers as per detailed drawing including providing 50mm thick screeded sand as bedding, finishing the joints etc all complete as per specification and as directed by the engineer.The work to be complete as per specifications, drawings and direction of engineer

SQM 2000

2417 E Supply,stacking and laying, including filling in interstices with small spoils, MIN 225 mm thick laterite all complete as per specifications, drawings and direction of engineer

CUM 3300

2417 F Gravel filling in weep holes all complete as per as per specifications, drawings and direction of engineer

NOS 250


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2418 Providing and fixing Metal storage cabinets(undercounter and overhead)-The work to be completed as per specifications, drawings and direction of engineer. ( Payment shall be made on the basis of Area of the Front Face of the cabinets).

Sq Mtr 90

2419 VOID

2420 VOID

2421 Total lumpsum price on FOR site basis for design, engineering, manufacture, inspection, testing, supply / delivery duly packed including freight, unloading, storage and handling at site, minor civil work including scaffolding as defined in the specification, erection, testing and commissioning, trail run, statutory clearance etc. at site (inclusive of all statutory levies like ED / ST / Octroi / freight etc and any increase whatsoever, during execution or after execution of contract shall have to be borne by the bidder and not by BHEL at any point of time, present/future) as per specification, complete with all accessories, equipment required to meet statutory and regulatory requirement including commissioning spares and maintenance tools & tackles as required.( 65 % Payment shall be released against design, engineering, manufacturing and supply.25 % Payment shall be released against erection. 10 % Payment shall be released on commissioning. )

a) For Power House building Goods - cum - Passenger Elevator (2000-Kg. Capacity,) as per specification.

SET 2

2500 MISCELLANEOUS ITEMS

2501 Quote % above or % below or at par for items not covered under items as above in this schedule. The rate shall be derived from CPWD Delhi schedule of rate 2002 ( DSR 2002).


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(a) Rate of complete item%

(b) Rate of supply of materials at site only.%

(C) Rate for execution complete excluding supply of materials. %

NOTES :

2) Bidder shall visit site to make an overall assessment of local conditions3)Some Civil works are occuring outside plant boundary

1) Vendor shall obtain prior approval from BHEL / WBPDCL for any item, required to be procured by them for use in permanent work, mentioned in this contract.


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