100 earth work in excavation, backfilling and … bid -564 (rev-01... · 100 earth work in...

REVISED RATE SCHEDULE BHEL-PS WRTS NO : BHE/PW/PUR/SKT-CVL/564

REVISED PRICE BID -PART-II, VOL-III (REVISION-01 )

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RATE

100 EARTH WORK IN EXCAVATION, BACKFILLING AND DISPOSAL AS PERSPECIFICATION, DRAWINGS AND AS DIRECTED BY ENGINEER FOR THEFOLLOWING:-

101 Earth work in excavation upto 2m depth below ground level for foundation,trenches, pipe lines, storm water drains etc including setting out, clearing &grubbing, removal of debris, dewatering if required, strutting, shoring/sheet pilingif required, dressing the sides, levelling to grade and ramming the bottom,stacking/disposal of surplus excavated material within a lead of 1.0 KM etccomplete for all types of soils including ash, laterite, morrum, weathered rock,decomposed rock, soft rock etc which can be excavated by means of crow bar,pick axe, pneumatic rock bracker attachment with poclain/excavator etc but doesnot require chiselling or blasting.

CUM 168,691

102 Earth work in excavation upto 2m depth below ground level for foundation,trenches, pipe lines, storm water drains etc including setting out, clearing &grubbing, removal of debris, dewatering if required, strutting, shoring/sheet pilingif required, dressing the sides, levelling to grade and stacking/disposal ofsurplus excavated material within a lead of 1.0 KM etc complete for hard rockby controlled blasting and/or chiselling, wedging, line drilling, pre shearing,chemical grouting or any other approved means including supply, storage,handling of blasting materials etc without damaging the existing structures andas approved by Engineer.

CUM 65,838

ST. NO DESCRIPTION : TOTAL CIVIL, STRUCTURAL & ARCHITECTURAL WORKS.2X250 MWSIKKA TPS, UNIT- 3 &4

UNIT AMOUNTQUANTITY In figures

SIGN OF BIDDER WITHJ SEAL



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RATEST. NO DESCRIPTION : TOTAL CIVIL, STRUCTURAL & ARCHITECTURAL WORKS.2X250 MWSIKKA TPS, UNIT- 3 &4


103 Earth work in excavation for depth exceeding 2.0m but not exceeding 4.0m below ground level for foundation, trenches, pipe lines, storm water drains etcincluding dewatering if required, strutting, shoring/sheet piling if required,dressing the sides, levelling to grade and ramming the bottom,stacking/disposal of surplus excavated material within a lead of 1.0 KM etccomplete for all types of soils including ash, laterite, morrum, weathered rock,decomposed rock, soft rock etc which can be excavated by means of crow bar,pick axe, pneumatic rock bracker attachment with poclain/excavator etc but doesnot require chiselling or blasting.

CUM 61,076

104 Earth work in excavation for depth exceeding 2.0m but not exceeding 4.0mbelow ground level for foundation, trenches, pipe lines, storm water drains etcincluding dewatering if required, strutting, shoring/sheet piling if required,dressing the sides, levelling to grade and stacking/disposal of surplus excavatedmaterial within a lead of 1.0 KM etc complete for hard rock by controlledblasting and/or chiselling, wedging, line drilling, pre shearing, chemical groutingor any other approved means including supply, storage, handling of blastingmaterials etc without damaging the existing structures and as approved byEngineer.

CUM 92,108


CUM 3,697




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106 Earth work in excavation for depth exceeding 4.0m but not exceeding 6.0m below ground level for foundation, trenches, pipe lines, storm water drains etcincluding dewatering if required, strutting, shoring/sheet piling if required,dressing the sides, levelling to grade and stacking/disposal of surplus excavatedmaterial within a lead of 1.0 KM etc complete for hard rock by controlledblasting and/or chiselling, wedging, line drilling, pre shearing, chemical groutingor any other approved means including supply, storage, handling of blastingmaterials etc without damaging the existing structures and as approved byEngineer.

CUM 58,703


CUM 821


CUM 11,778




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109 Earth work in excavation for depth exceeding 8.0m but not exceeding 12.0mbelow ground level for foundation, trenches, pipe lines, storm water drains etcincluding dewatering if required, strutting, shoring/sheet piling if required,dressing the sides, levelling to grade and ramming the bottom,stacking/disposal of surplus excavated material within a lead of 1.0 KM etccomplete for all types of soils including ash, laterite, morrum, weathered rock,decomposed rock, soft rock etc which can be excavated by means of crow bar,pick axe, pneumatic rock bracker attachment with poclain/excavator etc but doesnot require chiselling or blasting.

CUM 273


CUM 10,169

116 Disposal of surplus excavated earth/rock beyond an initial lead of 1km andupto a lead of 5 Km. (or part thereof) dumping and levelling the dumped soiland levelling the area from where the material is transported, complete with alllifts as specified and directed by Engineer.

CUM 274,736

117 Disposal of surplus excavated earth/rock beyond an initial lead of 1km andupto a lead of 10 Km. (beyond 5KM. & up to 10 KM or part thereof ) dumpingand levelling the dumped soil and levelling the area from where the material istransported, complete with all lifts as specified and directed by Engineer.

CUM 50




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118 Back filling around foundations in plinths etc.to proper grade and level withselected materials within a lead beyond 1 Km but not exceeding 5 Kms.from available excavated soil including re-excavating loose thickness,watering and ramming in layers of 25 cm. thickness to 80% max. dry denisty bymanual / mechanical means, compaction with mechanised compaction machine,dressing etc. complete including transportation.

CUM 190,720

118a Back filling around foundations and plinths to proper grade and level with selected excavated soil directly from excavation area including watering andramming in layers of 15 cm. thickness to 90% max Standard procter densityby manual/ mechanical means in saturated condition, dressing etc. completeincluding transportation.

CUM 43,962

118b Back filling around foundations in plinths, trenches, drains etc.to proper gradeand level with selected good soil free from shingle, salts, organic materials,roots, sod or any other foreign substance including re-excavating loosethickness, watering and ramming in layers of 20 cm. thickness compacted to75% of relative density for non cohesive soil by manual/ mechanical means,dressing etc. complete as directed by the engineer in charge including cost ofmaterial (means from contractor's own borrow area) for all leads, loading,unloading, royality and transportation. (payment for solid measure of theconsolidated filling).

CUM 12,670




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119 Supply and filling sand under floors, in foundation and plinths includingcost of sand, transporting for all leads, loading, unloading, spreading inlayers in 25 cm loose thickness at all depths, watering, compaction withmechanised compaction machine or manually to minimum 80% of relativedensity, dressing and levelling etc complete.

CUM 27,613

119a 75 thk. Gravel/Clean Coarse sand mixed with 8 to 10% by vol. of hot bitumen of grade 80/100.

SQM 111

119b Filling in trenches, plinths, area paving and other underground structures with stone (63 mm down graded), in layers not exceeding 200 mm thicknessincluding breaking of boulders to required sizes, filling the interstices withselected sand and compacting to 85 % of original volume of stone stack for alllifts all complete as per instructions of engineer-in-charge.

CUM 50

119c Filling in trenches, plinths, area paving and other underground structures with stone (63 mm -40 mm down graded), in layers not exceeding 225 mm thicknessincluding breaking of boulders to required sizes, filling the interstices withselected sand and compacting to 85 % of original volume of stone stack for alllifts all complete as per instructions of engineer-in-charge.

CUM 956

119d Filling in trenches, plinths, area paving and other underground structures with stone (63 mm -40 mm down graded), in layers not exceeding 250 mm thicknessincluding breaking of boulders to required sizes, filling the interstices with coarsesand and compacting to 85 % of original volume of stone stack for all lifts allcomplete as per instructions of engineer-in-charge.

CUM 150

119e 50 thk. Crushed stone fill (12 mm & down ) mixed with 8 to 10 % by vol. of hot bitumen of grade 80/100.

SQM 250




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119f 50 thk. Premix carpet in two layers of 30mm & 20mm with 12 mm downbroken respectively stone chips mixed with bitumen of grade 80/100. SQM 968

Bitumen concrete consisting of high grade bitumen of grade 80/100 and wellproprtioned aggregate (0-12 mm) to achieve maximum density . CUM 236

120 Providing and laying rubble soling with specified sizes of approved qualityhard rock rubble or hand broken hard metal of sizes ranging from 100mm to230mm, at all position and depths below or above finished ground floor level,below foundations, below flooring, and for providing hard standing etc in one ormore layers each of approximately 230mm thickness, hand packing, filling ininterstices with quarry spalls and providing a layer of 50mm. thickness(consolidated) of moorum over each layer of soling including watering,thoroughly compacting each layer with 10 tonne power roller with minimum 6passes (or with vibrating plate of approved capacity at places notapproachable by power roller) all as per the direction of the Engineer and asper specification.

CUM 515

121 Providing and laying rubble soling with specified sizes of approved qualityhard rock rubble or hand broken hard metal of sizes ranging from 63mm anddown, at all position and depths below or above finished ground floor level,below foundations, below flooring, and for providing hard standing etc in onelayer of approximately 225 mm thickness, hand packing, filling in interesticeswith sand including watering, thoroughly compacting the layer all complete asper specification and the direction of the Engineer .

CUM 14,405




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200 PROVIDING AND PLACING CONCRETE WORK INCLUDING COST OFLABOUR, MATERIALS AND EQUIPMENT FOR HANDLING,TRANSPORTATION, BATCHING, MIXING, PLACING, VIBRATING ANDCURING, (EXCLUDING COST OF CENTERING, SHUTTERING ANDREINFORCEMENT) COMPLETE AT ALL ELEVATIONS AS PER DRAWING,SPECIFICATIONS UNLESS SPECIFIED OTHERWISE AND AS DIRECTED BYENGINEER FOR THE FOLLOWING:

202 Plain Cement Concrete of grade M20 as levelling course, under waterretaining structures, equipment foundations, under foundations/floors etc allcomplete using Ordinary Port land cement 43/53 Grade

CUM 10,061

203 Plain Cement Concrete of grade M20 as filling course, under water retainingstructures, equipment foundations etc all complete using Ordinary Port landcement 43/53 Grade

CUM 595

204 Concrete of grade M-35 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size for all major equipment foundations at all heights/depths from finished ground floor level including addition of suitableplasticizer/ superplasticizer conforming to IS:9103 (latest) to achieve requiredslump in concrete all complete using Ordinary Port land cement 43/53 Grade

CUM 1,035

205 Concrete of grade M-35 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in foundations, under floors etc atany level below finished floor level, any shape, position or thickness etc completeincluding use of plasticizer/ superplasticizer conforming to IS:9103 (latest) toachieve required slump in concrete all complete using Ordinary Port landcement 43/53 Grade

CUM 40,000




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206 Concrete of grade M-35 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in superstructure/water retainingstructure (below ground) at all heights/depths from finished floor level at anylevel, shape, position or thickness complete including use of plasticizer/superplasticizer conforming to IS:9103 (latest) to achieve required slump inconcrete all complete using Ordinary Port land cement 43/53 Grade

CUM 12,384

206(a) Concrete of grade M-35 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in foundations/substructure, grade slab, paving, drains, under floors, water retaining structures etc at any levelbelow finished floor level, any shape, position or thickness etc complete includinguse of plasticizer/ superplasticizer conforming to IS:9103 (latest) to achieverequired slump in concrete all complete, using Sulphate Resistant Cement

CUM 7,500

207 Concrete of grade M-30 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in superstructure at all heights fromfinished floor level at any level, shape, position or thickness complete includinguse of plasticizer/ superplasticizer conforming to IS:9103 (latest) to achieverequired slump in concrete all complete using Ordinary Port land cement43/53 Grade

CUM 16,304




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208 Concrete of grade M-35 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size for foundation, super structure ofT.G. Block at all heights/depths from finished ground floor level includingaddition of suitable plasticizer/ superplasticizer conforming to IS:9103 (latest) toachieve a slump more than 125mm in concrete as per manufacturer'srecommendation etc. all complete. The rate shall also include Conducting Non-destructive Ultrasonic pulse velocity test as per specification to find outsoundness of concrete including all equipments, tools, plants, scaffoldingrequired for testing, preparation of test report etc. all complete as directed byEngineer using Ordinary Port land cement 43/53 Grade

CUM 2,310

209 Extra over item no. 204, 208 for temperature control of fresh concrete(temperature to be maintained between 18deg.C to 23deg. C) with addition ofcrushed ice in mixing water etc complete.

CUM 500

210 Concrete of grade M-30 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in precast works like roof slabs etcincluding formwork/moulds for thicknesses varying from 50mm to 250mmincluding transportation, erection, fixing in position at all elevations and use ofplasticizer wherever required all complete excluding the cost of reinforcement .

CUM 189

211 Concrete of grade M-25 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in precast works like trench coversetc including formwork/moulds for thicknesses varying from 50mm to250mm including transportation, erection, fixing in position at all elevations anduse of plasticizer wherever required all complete excluding the cost ofreinforcement .

CUM 1,493




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212 Concrete of Grade M-30 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in grade slab, etc complete. CUM 284

213 Concrete of Grade M-20 conforming to IS:456 with coarse sand and gradedhard stone aggregate 20mm nominal size in paving, plinth protection,underfloor, etc complete.

CUM 8,283

214 Breaking existing concrete work at any level including reinforced concrete,removing the rubbish within a lead of 1Km., including transportation, loading,unloading, etc all complete.

CUM 326

215 Breaking existing concrete work at any level including cutting reinforcements,removing the rubbish within a lead of 1Km., including making good the brokenedges/surface with cement mortar, painting, finishing to match with existingfinishing, scaffolding/supporting at any level, all complete and as directed byEngineer.

CUM 21

216 Providing and encasing of structural steel member with concrete (M-35) work around flanges, webs etc and filling the gap. Encased member shall bewrapped with chicken wire mesh with 50mm lap etc complete as perspecification and as directed by Engineer.

CUM 26

300 SUPPLYING, FIXING AND REMOVING FORMWORK AT ANY ELEVATIONINCLUDING ALL LABOUR, MATERIAL, SCAFFOLDING COMPLETEINCLUDING POCKETS ETC. AS PER SPECIFICATIONS AND AS DIRECTEDBY ENGINEER FOR THE FOLLOWING:

301 Ordinary form work (reasonably good steel/plywood surface)belowfinished ground floor level for foundations, footings, bases of columns, walls,columns pilasters, beams, mass concrete, trenches etc.

SQM 138,649




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302 Fairface form work (using commercial laminated plywood withsteel/wooden frame) below finished ground floor level for foundations,footings, base of columns, walls, columns, pilasters, beams, mass concrete,t h t f d t k

SQM 56,090

303 Ordinary form work (reasonably good steel/plywood surface) abovefinished ground floor level for columns, beams, suspended floors, roofs,lintels, cantilevers, staircases, landings, balconies, domes, arches etc for allheights.

SQM 10,343

304 Fairface form work (using commercial laminated plywood withsteel/wooden frame) above finished ground floor level for columns, beams,suspended floors, roofs, lintels, cantilevers, staircases, landings, balconies,domes, arches etc for all heights.

SQM 99,853

305 Extra over item no.301, 302,303,304 for curved form work for beams, walls,trenches etc as per specification.

SQM 50

306 Fairface Formwork for TG superstructure (above raft top level) incudingnecessary design & drawing for staging and scaffolding arrangement as per theapproved drawing at all levels complete (staging arrangement including design &drawing to be submitted by the bidder for approval before execution for TG topdeck).

SQM 1,000

307 Providing and removing formwork in Pockets and openings (below 0.1 sqmcontact surface area with concrete) at all elevations including cutting,formations all shapes for foundation bolts, embedments, etc all complete.

i) Up to 300 mm depth Each 50




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ii) Up to 600 mm depth Each 40iii) Up to 1000 mm depth Each 30

400 REINFORCEMENTS (Supply of Reinforcement Steel is in BHEL's Scope).

401 Taking delivery from BHEL stores/store yard, loading, transporting and unloadingat site, straightening, cutting, bending, placing in position at any level, binding inposition of mild steel reinforcements supplied by BHEL free of cost{confirming to grade-1 of IS:432 (part-I) fusion bonded epoxy coating as perIS:13620 OR corrosion resistant steel (CRS) Grade Fe 500) including cost ofbinding wire, labour, transportation to & from stores etc complete all as perspecifications, drawings and as directed by Engineer.Steel is in BHEL's scopeof supply free of cost.

MT 4

402 Taking delivery from BHEL stores/store yard, loading, transporting and unloadingat site,, straightening, cutting, bending, placing in position at any level, binding inposition of tor steel reinforcements of corrosion resistant steel (CRS) type of grade Fe-500 confirming to IS:1786 as per relevent IS Code including cost ofbinding wire, labour, transportation to & from stores etc complete all as perspecifications, drawings and as directed by Engineer. Steel is in BHEL's scopeof supply free of cost.

MT 8,500

500 WATER PROOFING AS PER SPECIFICATIONS.

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

KG 80,304




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502 Providing and fixing roof water proofing treatment using high solid content liquidapplied elastomeric water proofing membrane with separate wearing courseas per ATM C836 & C- 898. Thickness of the membrane shall be 1.5mm. Thistreatment shall include application of polymerized mastic over the roof to achievesmooth surface and primer coat.

SQM 20,789

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

SQM 19,459

504 Providing and laying protective wearing course of 25 mm thick PCC (1:2:4)with 6 mm down aggregate laid in 1200 square mm panels alternatively castreinforced with 0.56 mm dia galvanised chicken wire mesh with a gap of 6 mmbetween two adjacent panels gaps shall be filled with silicon sealant forexpansion and contraction all complete with labour, material, equipment and asper specification/drawing and to the satisfaction of engineer in charge.

SQM 20,469

505 Providing and laying cement concrete chequered flooring tiles 22 mm thickover roof as per IS 13801. Under bed shall be 20 mm thk wearing course PCC1:2:4 with 6 mm down aggregate reinforced with 0.56 mm GI chicken wire mesh.Tiles shall be laid over under bed with 8 mm thick 1:3 cement mortar with finejoints including sealing of joints between wearing course and the tiles with siliconsealant all complete with labour, material, equipment, handling, scaffolding,transporting etc. as per drawing and specification.

SQM 16,669




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508 Screed concrete 1:2:4 conforming to IS 456 with coarse sand and graded hard stone aggregate 12.5mm/6 mm nominal size on the roof at any level or thickness to maintain the required grade complete.

CUM 2,565

509 Screed concrete 1:2:4 conforming to IS 456 with coarse sand and graded hardstone aggregate 12.5mm/6 mm nominal size in manholes. CUM 250

510 Coating for sub structure concrete works shall be done by adopting the following painting system a) Concrete penetrating bipolar corrosion inhibitor (CPCI) SQM 125,621

b) 2 Coat epoxide resin based paint (ERBP) SQM 125,621

511 ANTI-TERMITE COATING SQM 50

600 SUPPLYING & INSTALLATION OF PREMOULDED JOINT FILLER INBETWEEN EQUIPMENT FOUNDATIONS, MAT FOUNDATIONS, PILECAPS, WALLS, BASEMENT SLABS ETC. COMPLETE INCLUDING LABOUR,EQUIPMENT AND MATERIALS, SEALING OF JOINTS INCLUDING COSTOF SEALING COMPOUND (POLYSULFIDE BASE SEALANT AS PERIS:12118) ETC. COMPLETE AS PER SPECIFICATIONS AND DRAWINGS ORAS DIRECTED BY ENGINEER FOR THE FOLLOWING:

601 12mm thick joints. SQM 173602 20mm thick joints. SQM 168603 25mm thick joints.

SQM 299

700 M.S.EMBEDMENTS




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701 Supply, fabricating and fixing of embedments, MS inserts, pipe sleeves, guide rails, angle pieces, rungs of various diameters, plates of' dimensions asrequired including cost of all labour, materials and equipment, transportation,loading, unloading, handling, welding,cutting, drilling, scaffolding and settingcomplete as per specifications, drawings and as directed by Engineer.

MT 368

702 Supply, fabrication, transportation, delivery at site and erection, installation andalignment of MS Foundation bolts ( Grade- 1 of IS: 432 & IS: 2062) assembly inconcrete along with nuts, locknuts ( IS: 1363, IS: 1364 & IS: 3138), washers,anchor plates, stiffener plates, protective tapes etc. upto & inclusive of 50mmdiameter and upto 2000mm long, for columns including pipe sleeves, templateswherever necessary etc. all complete as per specifications and directed by theEngineer.

MT 61

703 Transportation from stores, delivery at work spot and erection, installation andalignment of embedments, MS inserts, pipe sleeves, rails, guide rails, anglepieces, anchor bolts, foundation bolts of various diameters, plates ofdimensions as required including cost of all labour, equipment, material,loading, unloading etc. all complete as per specifications, drawings and asdirected by Engineer.

MT 34

800 GROUTING AS PER SPECIFICATION FOR THE FOLLOWING:

801 Providing & grouting cement slurry mix at any elevation/depth with pressurepump for water retaining concrete structures, including fixing nozzles, cost ofapproved cement, admixture, curing, etc all complete as per specification and asdirected by the Engineer.

SQM 256




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802 Providing and grouting of pocket holes, pipe sleeves of any shape and sizeunder base plates after erection of necessary structural steel work, machinerywith M-35 or higher grade concrete at any elevation including rougheningsurface, cleaning, ramming, curing etccomplete (non-shrink hand grout usingapproved admixture) as per specification and as directed by the Engineer.

CUM 20

803 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 : 1part Sand : 2 parts of 6mm down gradedstone chips) at any elevation including roughening surface, cleaning, ramming,curing etccomplete (non-shrink hand grout using approved admixture) as perspecification and as directed by the Engineer

CUM 20

804A Providing & grouting of pocket holes, pipe sleeves of any shape and size underbase plate after erection and alignment if necessary, structural steel work,machinery at any elevations including roughening surface, cleaning, ramming,curing, etcwith /ConbextraGP-1`Fosroc'/Pidigrout10/Pagel or equivalent allcomplete as per specifications. (Cost of all material and clearning the pocket bycompressed air shall be in the scope of the contractor).

CUM 10

804B Providing & 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, etcwith ConbextraGP- Fosroc'`Fosroc'/Pidigrout10/Pagel or equivalent all complete as per specifications. (Cost of all material and clearning the pocket by compressed air shall be in the scope of the contractor).

CUM 40




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900 DOORS, WINDOWS, VENTILATORS, LOUVERS, ROOF VENTILATORS,ROLLING SHUTTERS, PARTITIONS ETC. COMPLETE INCLUDINGFRAMING, KICK PLATES, STOPPERS AS PER SPECIFICATION, DRAWINGSAND AS DIRECTED BY ENGINEER FOR THE FOLLOWING:-

901 Providing and fixing 40mm thick solid core flush door shutters (single ordouble) with commercial faces and hard board edges. Core of solid coredoors shall be of block board or wood particle board of approved makeincluding all fixtures, Godrej make Mortice lock with handle on both sides, shoppainting/polishing as per specification all complete including test certificates.

SQM 217

902 Providing and fixing steel windows of fixed type with steel sections as perIS:1038, IS:1361 & IS:7452 latest revision. Glazing shall be of 6.0mm thk.toughened safety glass panes including all fittings, metal beadings, hold fasts,primer painting as per specification all complete.

SQM 2,262

903 Providing and fixing steel openable windows/ventilators with steelsections as per IS:1038, IS:1361 & IS:7452 latest revision. Glazing shall be of4.0mm thick float glass panes including all fittings, metal beadings, hold fasts,primer painting as per specification all complete.

SQM 1,663




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904 Providing and fixing anodized extruded aluminium windows (single ordouble shutter) including aluminium frame conforming to IS:1948, IS:1949fabricated from extruded sections of INDAL/JINDAL or approved equivalenthaving minimum 1.5mm wall thickness as per IS:1285, IS:733 and electro colorcoating of minimum 15 microns thickness. Glazing shall be clear float glassof 5.0mm thickness including snap fit type beading, concealed screws, fixtures,Godrej make Mortice lock with handle on both sides etc complete. Aluminiumsection shall be smooth, free of stains, straight, mitred & jointed mechanicallywherever required. Rate shall be inclusive of glazing.

SQM 692

904(A) Providing and fixing solid wood (TEAK WOOD) windows (Openable/Fixed) with 4.0 mm glazing.

SQM 25

905 Providing and fixing anodized extruded aluminium ventilators conformingto IS:1948, IS:1949 fabricated from extruded sections of INDAL or approvedequivalent having minimum 1.5mm wall thickness as per IS:1285, IS:733 andelectro color coating of minimum 15 microns thickness. Glazing shall be clearfloat glass of 5.0mm thickness including snap fit type beading, concealedscrews, fixtures, etc complete. Aluminium section shall be smooth, free of stains,straight, mitred & jointed mechanically wherever required.

SQM 12

906 Providing and fixing steel single or double door shutters. Shutters shall be45mm thk flush design comprising of two outer sheets of 18 gauge steelsheets rigidly connected and reinforced inside with continuous vertical 20gauge stiffeners, spot welded in position at not more than 150mm on centresincluding all fittings, Godrej make Mortice lock with handle on both sides, primerpainting complete as per specification. Pressed steel frame shall be paidseparately under relevant items.

SQM 310




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907 Providing and fixing steel single or double shutter doors. Shutters shallbe 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 railwhich shall convey the lock. Complete with fixtures, Godrej make Mortice lockwith handle on both sides, primer painting as per specification.

SQM 488

908 Providing and fixing fire proof steel door shutters (single or doubleshutter) conforming to IS:3614(part-1 & partt-2). Shutters shall be minimum60mm thick flush design comprising of two outer sheets of 18 gauge steel sheetsrigidly connected and reinforced inside with continuous vertical 20 gaugestiffeners, spot welded in position at not more than 150mm on centers withmineral wool insulation, primer and epoxy based paintng including door frame, allfittings complete as per specification. and shall be TAC approved withminimum 2 hrs. fire rating.

SQM 74

909 Providing and fixing anodized extruded aluminium doors (single or doubleshutter) conforming to IS:1948, IS:1949 fabricated from extruded sections ofINDAL or equivalent make having minimum 3mm wall thickness as per IS:1285,IS:733 and electro color coating of minimum 15 microns thickness. Glazing shall be clear float glass of 6.0mm thickness including snap fit type beading,concealed screws, fixtures, Godrej make Mortice lock with handle on both sidesetc complete. Aluminium section shall be smooth, free of stains, straight, mitred& jointed mechanically wherever required. (Frames shall be measured and paidunder separate item).

SQM 210




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910 Providing and fixing in position anodised aluminium frame for doors, windows,ventilators having minimum 3mm wall thickness as per IS:1285 and elctro colourcoating of minimum 15 micron thickness including holdfast, fillingup of gapes atjunctions, at top, bottom and sides etc all complete as per specification.

Kg 3,865

Providing and fixing anodized aluminium work in doors, windows,ventilators and partitions etc with extruded standard tubular and other sectionsincluding all fitings and fixtures and accessories of aproved make confirming toIS 733 and IS 1285, anodised and alectrocoloyr dyed to required shapeaccording to IS 1868 (min. anodic coating of grade AC15), fixed with roll plucks,expansion fasteners, screws or with fixing clips including necessary filling up ofgaps at junctions, at top, bottom and sides with required PVC/neoprene felt forbimetallic protection etc. including preperation of working drawings, aluminiumcleat angle, aluminium snap-on-beading for glazing/paneling with all fittings andfixtures (like tower bolts, handles, door stoppers with rubber shoes, "L" drops,stays, floor springs, hydrolic door closers etc), C.P. brass/ stainless steel screws,providing and fixing hinges/pivots, and making provisions for fixing of fittingswhere ever required including the cost of PVC/neoprene gas fits all complete asper drawings, specifications and instruction of engineer...... contd

Kg 494

contd…. (glazing and paneling to be measured else where)




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911 Providing and fixing aluminium glazed partition. Aluminium sections shall beof extruded sections of INDAL or approved equivalent make having minimum3mm wall thickness as per IS:1285, IS:733 and electro color coating ofminimum 15 microns thickness. Glazing shall be clear float glass of 5.5mmthickness including snap fit type beading, concealed screws, hold fast, fixtures,Godrej make Mortice lock with handle on both sides, necessary fillingup of gapsat the junctions, at top, bottom and sides, etc complete. Aluminium section shallbe smooth, rust free, straight, mitred & jointed mechanically wherever required.

SQM 1,470

912 Providing and fixing aluminium glazed partition with double glazing. Aluminium sections shall be of extruded sections of INDAL or approvedequivalent make having minimum 3mm wall thickness as per IS:1285, IS:733and electro color coating of minimum 15 microns thickness. Double glazingshall be of two clear float glass of 5.5mm thickness sealed and separated by12mm air-gap including colour anodised aluminium beading, concealed screws,hold fast, fixtures, PVC/neoprene gasket, necessary fillingup of gaps at thejunctions, at top, bottom and sides, etc complete. Aluminium section shall besmooth, rust free, straight, mitred & jointed mechanically wherever required.Minimum anodising thickness shall be 15micron.

SQM 210

913 Providing and fixing of over head hydraulic door closers of `Yale" make orapproved equivalent & quality as directed by Engineer. NOS 63

914 Providing and fixing pressed steel frames fabricated from 16 gauge M.Ssheet mortised, reinforced drilled and tapped for hinges and locks boltsstrikes, hold fasts adjustable floor anchors, floor tiles/weather bars etccomplete as per specifications.

KG 2,620




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915 Providing and fixing in position rolling shutter of hot rolled double dippedgalvanised steel lath section of 18 SWG tested mild steel strips at 75mm rollingcentres interlocked together through their entire length and jointed together atthe end by end locks mounted on specially designed pipe shaft with brackets,side guides and arrangements for inside and outside locking with push and pulloperation including wire springs, top cover, primer & shop coats of approvedenamel paint etc, all complete as per specification and of approved make -Mechanically operated. The bottom lath shall be coupled to a lock platefabricated from 3mm thick galvanised steel plate and securely rivetted withstiffening angles.

SQM 67

916 Providing and fixing in position rolling shutter of hot rolled double dippedgalvanised steel lath section of 18 SWG tested mild steel strips at 75mm rollingcentres interlocked together through their entire length and jointed together at theend by end locks mounted on specially designed pipe shaft with brackets, sideguides and arrangements for inside and outside locking with push and pulloperation including wire springs top cover, primer & shop coats of approvedenamel paint etc, all complete as per specification and of approved make - Hand operated. The bottom lath shall be coupled to a lock plate fabricated from 3mmthick galvanised steel plate and securely rivetted with stiffening angles.

SQM 21




24 OF 622/18/2008



917 Providing and fixing in position rolling shutter of hot rolled double dippedgalvanised steel lath section of 18 SWG tested mild steel strips at 75mm rollingcentres interlocked together through their entire length and jointed together atthe end by end locks mounted on specially designed pipe shaft with brackets,side guides and arrangements for inside and outside locking with push and pulloperation including wire springs top cover, primer & shop coats of approvedenamel paint etc, all complete as per specification and of approved make -Electrically operated. The bottom lath shall be coupled to a lock plate fabricatedfrom 3mm thick galvanised steel plate and securely rivetted with stiffeningangles.

SQM 627

918 Providing and fixing in position PVC Door of Syntex make or approvedequivalent in toilet as per specifications and as directed by Engineer.

SQM 63

919 Providing and fixing 25mm thick prelaminated particle board door shutters(single or double) hard wood edge lippings including all fixtures, handle on bothsides, shop painting/polishing as per specification all complete including testcertificates.

SQM 25

920 Providing and fixing prelaminated particle board partition over hard woodframe of section 50mm X50mm including all fittings for electrical,communications, wiring, cabling inbetween frame, shop painting/polishing, fireretardant paint as per specificatio

SQM 25

921 Providing and laying polished granite slab of minimum 20mm thickness overfloor or dado all complete including underbed mortar, labour, material,scaffolding, etc as per specification.

SQM 25




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922 Supplying, stacking and laying sand filter of approved quality as sand blanket atthe prepared base of raw water reservoir, in body and slopes of embankmentincluding screening, washing, watering, compaction, dressing, necessarytrimming if any including all leads and lifts etc all complete as per specificationand as directed by the Engineer-in-Charge.

Each 263

1000 BRICKWORK MASONRY INCLUDING SUPPLY OF MATERIAL, COST OFLABOUR, SCAFFOLDING ETC. COMPLETE AS PER SPECIFICATIONS,DRAWING AND AS DIRECTED BY ENGINEER FOR THE FOLLOWING:-

1001 Providing brick work in cement mortar 1:5 (1 part cement: 5 parts coarsesand) in walls, chambers etc. of 254mm & above in thickness at all depths,places and positions below plinth including raking out joints, curing, scaffoldingetc. all complete excluding plastering and paintng, using bricks of classdesignation 5.0 (crushing strength of 5N/sq.mm) best locally available quality ofnominal dimensions as per specification.

CUM 3,511

1002 Providing 254mm thick brick work in cement mortar 1:4 (1cement : 4 coarsesand) in walls, chambers etc. at all heights, places and position above plinthincluding raking out joints, curing, scaffolding, providing 3 nos. 6mm dia. MSbars at every third layer including cutting, bending, placing, tying/welding ofreinforcement bar etc complete but excluding plastering and painting, usingbricks of class designation 5.0 crushing strength of 5N/sq.mm) best locallyavailable quality of nominal dimensions as per specification.

CUM 11,999




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1003 Providing 127mm thick brick work in cement mortar 1:4 (1 cement : 4 coarsesand) in partition walls, chambers etc. at all heights, places and positionabove or below plinth/graded level including providing 2 nos. 6mm dia. MS barsat every third layer, raking out joints, curing, scaffolding etc. all complete usingbricks of class designation 5.0 (crushing strength of 5N/sq.mm) best locallyavailable quality of nominal dimensions excluding plastering and painting as perspecification.

SQM 5,762

1004 Providing and laying brick on edge surfacing with class designation 5.0 or bestlocally available qualiity of nominal dimensions including 12mm thick cushionof sand, excavation, disposal of surplus earth, spreading of earth, ramming,watering etc. complete in all respects, as per specification and directed byEngineer.

SQM 420

1005 Providing and encasing of structural steel member with masonry workaround flanges, webs etc and filling the gap between steel and masonry byminimum 12mm thick mortor. Encased member shall be wrapped with chickenwire mesh with 50mm lap etc complete as per specification.

CUM 473

1006 Making openings in existing finished brick wall or partition wall includingmaking good the broken edges/surface with cement mortar, fixing steel /precastconcrete section as lintel (steel/ precast concrete section to be paid seperatelyunder Item ST no.701/ 211 respectively), painting, finishing to match withexisting finishing, scaffolding/ staging works, gas cutting ofreinforcement/structural work, cleaning and removing of all debris within 1Kmlead etc. all complete and as directed by Engineer.

SQM 30




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1007 Dismantling existing brick work at all level including stacking and removingthe debris within a lead of 1Km., including transportation, loading, unloading, etcall complete and as directed by Engineer.

CUM 50

1008 Filling existing brick wall/ partition wall opening at all level including makinggood the broken edges/surface with cement mortar, painting, finishing to matchwith existing finishing, scaffolding/supporting at any level, removal of debris etc.all complete and as directed by Engineer.

SQM 25

1100 DAMP PROOF COURSE INCLUDING ALL MATERIALS, LABOUR,SHUTTERING, CENTERING, CURING ETC., COMPLETE WITH THICKNESSAS SPECIFIED/SHOWN ON DRAWINGS OR AS DIRECTED BY ENGINEERFOR THE FOLLOWING:-

1101 Damp Proof Course 50mm thick 1:1.5:3 concrete (10mm and down gradedaggregate) with 2% of approved admixture of water proofing compound. Twolayers of hot bitumen coating 85/25 grade as per IS:702 @ 1.7Kg./sqm shall beapplied before & after the DPC as per specification.

SQM 335

1200 CEMENT MORTAR PLASTER INCLUDING MAKING GROOVESWHEREVER REQUIRED, ALL MATERIALS, SCAFFOLDING, CURING ETC.COMPLETE AS PER SPECIFICATION, DRAWING AND AS DIRECTED BYENGINEER FOR THE FOLLOWING:-

1201 Providing 20mm thick plaster in two layers outside the building/boundary wallin cement mortar 1:6 on walls, finished to a smooth finish as per specificationincluding providing 3mmx3mm size grooves at junctions of two dissimilarmaterials.

SQM 40,833




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1202 Providing 12mm thick plaster in two layers inside the building/boundary wall incement mortar 1:4 on walls finished to a smooth finish as per specification. SQM 57,162

Providing 12mm thick plaster in cement mortar 1:6 on walls with rough finishas per specification.

SQM 3,392

1203 Providing 6mm thick plaster on ceiling in cement mortar 1:3 finished to asmooth as per specification.

SQM 66,670

1204 Providing 15mm thick neat plaster in drains/culverts as per specification.SQM 4,300

1205 Providing 18mm thick plaster in cement mortar 1:6 on walls finished to awooden float/smooth/rough finish as per specification. SQM 1,780

1300 FINISHES, PAINTING TO CONCRETE, PLASTERED SURFACES,SURFACE PREPARATION INCLUDING ALL MATERIALS, LABOUR,SCAFFOLDING ETC. ALL COMPLETE AS PER SPECIFICATION, DRAWINGAND AS DIRECTED BY ENGINEER FOR THE FOLLOWING:-

1301 Two or more coats of white washing with lime to give an even shade onceiling including a priming coat complete. SQM 24,910

1301A Two or more coats of colour wash as per IS 627 of approved brand andmanufacture to give an even shade on walls including a priming coat as perspecifications.

SQM 200

1301B Water bound distemper for ceiling finish as per specification SQM 25,000




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1302 Two or more coats of water proofing cement paint of approved brand andmanufacture & of required shade to give an even shade on walls complete. SQM 13,330

1303 Two or more coats of distempering with oil bound washable distemper asper IS:428 of approved brand and manufacture to give an even shadeincluding a priming coat with distemper primer complete over P.O.P.

SQM 16,362

1304 Two or more coats of water bound distempering of approved brand andmanufacture to give an even shade including a priming coat with distemperprimer complete.

SQM 68,107

1304a Cement paint/cement wash over concrete surface SQM 50

1305 Providing two coats of Acrylic emulsion paint of approved brand andmanufacture to give an even shade over (prepared surface with 2mm thickplaster of paris punning which shall be paid separately in item no.1310)including one coat of solvent thinnable cement primer of approved shade &quality of Berger make complete as per specifications.

SQM 42,425

1305A Providing & applying two or more coats of exterior emulsion paint of approvedbrand, shade and manufacture complete as per specifications. SQM 37,768

1306 Providing and applying 2 or more coats of acid/alkali resistant paint ofapproved brand and colour to floors, walls and ceiling including preparation ofsurface to receive paint, providing and applying primer etc all complete asper manufacturer's recommendations and as approved by engineer, at allheights above or below grade level.

SQM 1,240




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1307 Two or more coats of fire resistant paint to withstand 2 hrs of fire as perapproved grade and manufacture to give an even shade complete. SQM 50

1308 Two or more coats of black anti-corrosive bitumastic painting of approvedbrand and manufacture to give an even shade complete.

SQM 50

1309 Two or more coats of approved paint/synthetic enamel paint of made fromsynthetic resins and drying oil with rutile titanium dioxide and other selectedpigments to give smooth, hard, durable & glossy finish to all interior andexterior surfaces complete.

SQM 3,061

1309A 7 mm thick mirror polished vitrified ceramic tiles on masonry walls uptofalse ceiling height SQM 25

1309B Coloured 5 mm thick ceramic tiles upto 2.10m with border tiles intoilets/canteen SQM 50

1309C Providing and applying 2 or more coats of Resin bonded grannular texturedfinish (Vineratex) paint of approved make and colour on exterior surfaces at allheights including material, labour, scaffolding, curing etc complete as perspecification.

SQM 500

1309D 20 mm thick polished granite on lift faciaSQM 50

1309E oil resistant paint upto 1.2 m height SQM 50

1310 Providing and applying 2mm thick plaster of paris punning on walls including preparation of surface, staging, etc. to achieve a smooth even surface allcomplete as per specification and as directed by Engineer.

SQM 52,072




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1311 Providing and applying ready made Epoxy Paint over areas other than steelstructure with suitable pigments of approved shade as per specification anddirection of Engineer. The epoxy paint shall be a two pack material and shall beresistant to water, splash, spillage & acidic environment. The epoxy paint coatingshall be of 150micron thickness over epoxy primer.

SQM 50

1400 FLOORING AND SKIRTING INCLUDING BASE LAYER AND ALL MATERIALS,LABOUR, CURING, POLISHING ETC. COMPLETE IN ALL RESPECTS ASSHOWN ON DRAWINGS, DESCRIBED IN SPECIFICATIONS AND ASDIRECTED BY ENGINEER FOR THE FOLLOWING:-

1401 Providing and laying 50 mm thick heavy duty cement concrete flooring withnon metallic hardener pigmented topping using 12mm thick uniform graded treated iron particles in flooring. Under layer of 38mm thick cement concretemix 1:2:4 ( 1 part cement, 2 parts sand and 4 parts stone chips 12.5 mm wellgraded ).

SQM 45,277

1402 Providing and laying 50 mm thick heavy duty cement concrete flooring withmetallic hardener pigmented topping using 12 mm thick uniform graded treatediron particles in skirting and dado. Under layer of 38mm thick cementconcrete mix 1:2:4 ( 1 part cement, 2 parts sand and 4 parts stone chips 12.5mm well graded ) and top layer of 12mm thick metallic concrete complete.

SQM 2,492

1403 Providing and laying precast polished heavy duty cement concrete tiles(Carborundum ) of size 300X300X25 thick of approved shade as per IS 1237,laid in floors jointed with neat cement slurry with pigment to match the shade ofthe tiles including rubbing and polishing complete with laying as per IS 1443.

SQM 1,334




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1404 Providing and laying precast polished heavy duty cement concrete tiles(Carborundum ) of size 300X300X25 thick of approved shade as per IS 1237,laid in skirting and dado, jointed with neat cement slurry with pigment to matchthe shade of the tiles including rubbing and polishing complete with laying as perIS 1443.

SQM 289

1405 Providing and laying interlocking M30 concrete blocks of thickness 60 mm aspaving (for covered parking area)of approved colour and pattern and should belaid on the subbase and bedding as per specifications and recommendations ofmanufacturer.

SQM 1,785

1413 Providing and laying polished Kota stone 20 mm thk in flooring. Under bedshall average 30mm thk of 1 part cement,2 part sand : 4 parts stonechip byvolume and brought to proper level. The kota stone slabs/tiles laid overunder bed, pressed and tapped down with wooden mallet to the properlevel, lifted and pressed again with thick cement slurry spread over the surfacewith fine joint finished including pigments, curing, grinding, granite polishingetc. complete.

SQM 158

1414 Providing polished Kota stone 20 mm thk in skirting projecting 6mm fromadjacent plaster all complete . SQM 11

1414A Marble stone border (with kota stone) SQM 63

1414B Marble flooringSQM 530




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1415 Providing and laying polished Granite stone of approved color and texture 20 mm thk in flooring. Under bed shall average 30mm thk of 1 part cement,2 partsand : 4 parts stonechip by volume and brought to proper level. The granitestone slabs/tiles laid over under bed, pressed and tapped down withwooden mallet to the proper level, lifted and pressed again with thick cementslurry spread over the surface with fine joint finished including pigments,curing, grinding, granite polishing etc. complete .

SQM 210

1416 Providing and laying polished Granite stone 20 thk in skirting anddadoincluding pigments, curing, grinding, granite polishing etc. complete. SQM 21

1417 Providing and laying 7 mm thk vitrified ceramic tiles of polished variety of size 300x300 from reputed manufacturer, complete as per specification. SQM 2,205

1417A Providing and laying 7 mm thk vitrified ceramic tiles of unpolished variety of size 300x300 from reputed manufacturer, complete as per specification. SQM 207

1418 Providing and laying 7 mm thk vitrified ceramic tiles of polished variety of size300x300 from reputed manufacturer, for skirting and dado up to specifiedheight complete as per specification.

SQM 2,620

1418A Providing and laying 7 mm thk vitrified ceramic tiles of unpolished variety ofsize 300x300 from reputed manufacturer, for skirting and dado up to specifiedheight complete as per specification.

SQM 50




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1420 Providing and laying granite stone slab of 20mm thickness single piece forwash basin slab of black or approved colour with cutting and opening complete. SQM 50

1421 Providing and laying Heavy Duty dust pressed Ceramic Tiles of size300x300x7mm thick of reputed manufacturer of approved finish shade andcolour.

SQM 42

1408 Providing & fixing 20mm thick Acid / Alkali resistant vitreous tile lining confirming to IS:4457 in flooring/Dado and shall be laid over over bitumasticlining of min 12mm thick ( to be laid in layers of 6mm each). The tiles shall beapplied with 6mm thick Potassium Silicate bedding mortar as per IS:4441 & 4443including preparation of surface, application of bitumen primer, curing etc. allcomplete as per specification and direction of Engineer.

SQM 6,263

1411 Providing and laying marble dado of minimum 20mm thickness projecting6mm from adjacent plaster all complete including underbed mortar, labour,material, scaffolding, etc as per specification.

SQM 20

1412 Providing and fixing White glazed tiles of size 150x150mm, 5.5mm to 6mmthk in dado, projecting 6mm uniformly from adjacent plaster or wall finish. Themix for underbed plaster shall consist of 1part cement and 3 parts coarse sandby weight. fairly moist but firm, tiles shall be pressed over under bed by applyingcement slurry, including pigments, curing etc all complete.

SQM 326




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1417 Providing and laying Heavy Duty Ceramic Tiles (Matt Finish) of size300x300mm, 7mm thick of reputed manufacturer (Kajaria, Spartek orequivalent) of approved finish, shade and colour. The tiles shall be scratchresistance of minimum 5 on Mohr's scale and shall have a bending strength of350 Kg./sqm,with under layer of 20mm thick consisting of 1 part of lime putty:1part surkhi:2 parts coarse sand by weight complete as per specification.including all material, labour, etc all complete.

SQM 352

1418 Providing and laying 2mm thick antistatic PVC floor of approved shadeincluding all labour, material etc all complete as per drawing and as directed byEngineer.

SQM 10,028

1419 Providing and laying screed concrete 1:1.5:3 by volume laid in slope (with 6 to10mm nominal size stone chips) including all labour, materials, scaffolding etc.complete for all lifts, all leads and of following average thickness:-

a) 40mm SQM 1,463

b) 30mm SQM 263

1500 PROVIDING AND ERECTING ROOFING/SIDE CLADDING INCLUDING

LAPS, SCAFFOLDING HOOKS, WASHERS, CORNER PIECES, ETC. COSTOF ALL MATERIAL, LABOUR, EQUIPMENT, CLEATS, SHEETING RUNNER,RAILS MILD STEEL WIND TIES (HORIZONTAL/VERTICAL) AND ANYOTHER STEEL WORKS ETC. AT ALL ELEVATIONS COMPLETE AS PERSPECIFICATION, DRAWING AND AS DIRECTED BY THE ENGINEER FORTHE FOLLOWING:




36 OF 622/18/2008



1501 Designing, providing and fixing permanently color coated galvanised MS troughed metal sheet decking plate over roof purlins as per relevant IS codeand specification. Thickness of deck plate shall be minimum 0.8mm withminimum trough depth of 38 mm and shall serve as permanent shuttering tothe cast-in-situ roof slab of minimum 75mm thickness measured over crest ofmetal decking & shall have adequate strength to support weight of greenconcrete and imposed loads during construction over a span of 2500mmbetween purlins as per manufacturer's recommendations/ calculations/ testcertificates for approval including fixing of plates to purlins, side lapping, endlapping etc.complete as per engineers approval and specification. (height oftrough required as per design should be included in the cost). M.S. Troughdecking plate shall be connected to the top surface of the purlin, top chord oftruss with self tapping self drilling white zinc plated heat treated high carbon steelscrews

SQM 12,970

of min 5.6mm diameter at spacing of 390mm C/c in the trough and sealing it withepoxy sealent including all material, labour, tools, etc complete. In addition shearconnector of 16mm dia and min 75mm long mild steel studs at spacing 520mmC/c shall be fixed on top cord of purlin passing through the metal decking. (Note:-Leak proofing of the metal decking and concrete system shall be demonstratedby the contractor). Measurement shall be of the plan area of roof covered by MStrough metal decking.




37 OF 622/18/2008



1502 Design supply & erection of thermally insulated sandwiched metal cladding forexternal walls with outer sheeting having troughed zinc-aluminium alloy coated(both sides) M.S. sheet having 0.6mm minimum thickness (or high tensile steelsheet of 0.5mm minimum thickness) shall be used on external face (outer face)of cladding system. Weight of coating shall not be less than 150 gm/sq.m. Theouter side (exposed face) shall be permanently colour coated with Polyfluro VinylCoating (PVF2) of Dry Film Thickness (DFT) 20 microns (minimum) over primer.Inner side of external sheet shall be provided with suitable pre-coating ofminimum 7 microns. Galvanised M.S. sheets of minimum 0.6mm thickness shallbe used as inner liner (internal face) of cladding system. The exposed face shallbe permanently colour coated with silicon modified polyester paint of DFT 20microns (minimum) over primer. Inner face of external sheet shall be ...

SQM 20,475

provided with suitable pre-coating of minimum 7 microns. The permanent colourcoated sheet shall meet the general requirements of IS : 14246 and shallconform to class 3 for the durability. Inner sheet shall be fixed directly to siderunners and Z spacers made out of atleast 2 mm thick galvanized steel sheet ofgrade 375 as per IS : 277. Inner sheet shall be fixed at the rate not more than1.50 m center to center to hold the insulation and external sheeting. Theinsulation shall be of bonded mineral wool of minimum thickness 50 mmconforming to IS : 8183, having a density of 32 Kg/cu.m. for glass wool & 48Kg/cu. M. for rock wool.




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1503 Design supply & erection of single sheet metal cladding for external wallsand/or internal, ridge, hips, flashing/trimming /closure for vertical/ horizontaljoints, capping, etc, with sheeting outer sheeting having troughed zinc-aluminiumalloy coated (both sides) M.S. sheet having 0.6mm minimum thickness (or hightensile steel sheet of 0.5mm minimum thickness) shall be used on external face(outer face) of cladding system. Weight of coating shall not be less than 150gm/sq.m. The outer side (exposed face) shall be permanently colour coated withPolyfluro Vinyl Coating (PVF2) of Dry Film Thickness (DFT) 20 microns(minimum) over primer. The exposed face shall be permanently colour coatedwith silicon modified polyester paint of DFT 20 microns (minimum) over primer.Inner face of external sheet shall be provided with suitable pre-coating ofminimum 7 microns.

SQM 893

The permanent colour coated sheet shall meet the general requirements of IS :14246 and shall conform to class 3 for the durability. Inner sheet shall be fixeddirectly to side runners and Z spacers made out of atleast 2 mm thick galvanizedsteel sheet of grade 375 as per IS : 277. Inner sheet shall be fixed at the ratenot more than 1.50 m center to center.

1600 PROVIDING AND FIXING FALSE CEILING INCLUDING SUPPLY OFCEILING MATERIAL, SUSPENSION SYSTEM AND ALL OTHER MATERIALSREQUIRED FOR THE WORK INCLUDING POLISHING/ PAINTINGS, LABOURETC., ALL COMPLETE AS PER SPECIFICATION, DRAWING AND ASDIRECTED BY ENGINEER FOR THE FOLLOWING:-




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1602 Providing 50 mm thick fibre glass under deck insulation having min. density24kg/cum faced with reinforced alumunium foil (FSK) and fixing to ceiling withanchor fasteners at interval of 600mm c/c in both directions, sealing the joint with75mm wide aluminium foil tape / PVC adhesive tape and held in position with 22G GI cross wires and wire netting of 12.5mm x 0.71mm (22 G) shall be stretchedover the finished insulation and secured with anchor fasteners to prevent anysagging etc. all complete as per specifications and drawings.

SQM 3,430

1603 Providing, fixing and laying permanently colour coated aluminium falseceiling of approved colour and Luxalon make or approved equivalent (Type-84C, Interior) with corrosion resistant aluminium alloy panels of minimumthickness 0.5mm including 50mm thick mineral wool insulation (as per IS:8183)bound in polythene bags on top of panels. Additional hangers and heightadjustment clips shall be provided for return air grills, light fixtures. A.C. ductsetc suitable M.S. channel (minimum MC 75) grid shall also be provided abovethe false ceiling level for movement of personnel to facilitate maintenance oflighting fixtures, AC ducts etc. MS channel grid shall be paid under structuralitem 2301 & required materials shall be supplied by BHEL free of cost.

SQM 7,723

1605 Providing and Fixing 12.5mm thick Gypsum board plain false celing tiles ofIndia Gypsum or equivalent make in plan or elevation with aluminium grid, metalsuspension system, anchor fastener adjustable hangers,etc. including two ormore coats of acrylic emulsion paint of approved colour to give an even shade allcomplete with smooth finish as per specifications, drawings and as directed byEngineer.

SQM 5,071




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

1701 HCI down take pipes of 100 mm dia as per specificationsRM 415

1702 MS down take pipes of 100 mm dia- Medium quality as per IS:1239(part-I)RM 404

1703 HCI down take pipes of 150mm dia as per specifications RM 420

1704 MS down take pipes of 150 mm dia- Medium quality as per IS:1239(part-I)RM 158

1705 GI down take pipe of 100mm dia. Medium quality as per IS 1239 part -IRM 500

1706 GI down take pipe of 150mm dia. Medium quality as per IS 1239 part -IRM 500

1800 MISCELLANEOUS1801 Providing and fixing PVC water stopers

(i) 150mm wide 8mm thick In all construction joints in under ground structurs RM 666

(ii) 225mm wide 8mm thick In all expansion joints in under ground structurs RM 500

1802 Providing and fixing in position 25mm wide and 25mm thick blown bitumen inexpansion joints as per specification.

RM 210

1803 Supplying and installation of 25mm thick vibration damping resistoflex or approved equivalent pads around foundation of vibrating equipment and otherlocations as directed by the Engineer including cost of all materials labourequipment etc complete as per drawing and specifications.

SQM 158




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1804 Providing and fixing bitumen impregnated fibre joint filling board of 25 mmthickness, fillers along with PVC water bar etc for expansion joint in waterretaining structures all complete as per specifications, drawing and as directedby Engineer.

RM 268

1805 Supplying and laying of rounded gravels 40mm thick in transformer yards,switch yard floors etc, as directed by Engineer. CUM 1,515

1806 Providing 50mm thick anticorrosive layer laid to slope consisting ofcompacted crushed stone screenings, fine gravel, clean sand or similarmaterial as directed by the Engineer, mixed in hot asphalt 10% by volume androlled or compacted complete as per drawings and specifications, below fuel oiltanks and at such other places as per specifications and as directed by theEngineer.

SQM. 395

1807 Providing 50mm thick premix carpet surfacing laid to slope in two layers 30mmand 20mm respectively with 12mm and down broken stone chips mixed with80/100 grade bitumen @ 52 Kg/Cu.M including compaction and cost of allmaterial, labour all complete as per specification and as directed by theEngineer.

SQM. 884

1808 Providing and fixing G.I strips minimum 1.5mm thk and 150mm wide unlessspecified otherwise in water retaining structure. Galvanising as per relevant I.S.codes and as per specifications.

RM 158

1809 Providing and fixing aluminium strips minimum 18 SWG thk and 300mm wideunless specified otherwise with minimum lap of 50mm length all complete as perspecification.

RM 74




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1810 Taking delivery of materials from BHEL stores/store yard, loading, transporting,unloading at site and fixing transformer rails including guide rails in concreteincluding jointing of rails, anchoring lugs etc complete as per specification. (Rails & Guide channel shall be supplied by BHEL free of cost)

MT 53

1811 Laying of earthing mats/rods including transportation from yard stores,loading, unloading, cutting to length, welding etc complete as per specificationand as directed by Engineer. Earthwork excavation & backfilling shall be paidseparately under relevant items.

MT 290

1812 Design, supply, fabrication, installation of truly levelled and aligned 400mm highcavity flooring comprising of 35mm thick Nova teak or approved equivalentmake superparticle board of size 610mm x 610mm floor panels having 2mmthick anti-static PVC sheet on top, 2mm thick hard PVC strip lipping on edgesand 26 G aluminium sheet fixed with araldite on underside including cutting ofpanels where required for cables etc with supporting system comprising of25mm dia galvanised MS threaded rod and pressure die cast zinc alluminiumalloy adjestable head attachment at top and welded to 100x100x8mm baseplate, pedestal fixed to floor by means of expension fasteners to existing floor ata distance of 610mm center to center bothways etc all complete as perspecification and as directed by Engineer.

SQM 158

1813 Designing, providing and fixing of Heavy duty galvanised friction anchorfasteners of Hilti/Equivalent make of dia. 16mm and appropriate length inconcrete (minimum grade M20) to take direct tension of minimum 1.8Mtonincluding anchor fastener, materials, equipment, labour, scaffolding complete asper direction of Engineer.

Each 105




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1814 Designing, providing and fixing of Heavy duty galvanised friction anchorfasteners of Hilti/Equivalent make of dia. 20mm and appropriate length inconcrete (minimum grade M20) to take direct tension of minimum 2.5Mtonincluding anchor fastener, materials, equipment, labour, scaffolding complete asper direction of Engineer.

Each 20

1815 Designing, providing and fixing of Heavy duty galvanised chemical anchorfasteners of Hilti/Equivalent make of dia. 12mm and appropriate length inconcrete (minimum grade M20) to take direct tension of minimum 1.0Mtonincluding anchor fastener, materials, equipment, labour, scaffolding complete asper direction of Engineer.

Each 25

1816 Designing, providing and fixing of Heavy duty galvanised chemical anchorfasteners of Hilti/Equivalent make of dia. 16mm and appropriate length inconcrete (minimum grade M20) to take direct tension of minimum 1.6Mtonincluding anchor fastener, materials, equipment, labour, scaffolding complete asper direction of Engineer.

Each 25

2000 FENCING AND GATES.

2001 Supplying and fixing G.I. barbed wire in fencing with mild steel Angle posts,clips, anchors, one coat of redoxide zinc chromate primer and two coats ofapproved aluminium paint etc complete as per specification, drawing and asdirected by the Engineer. Earthwork & concrete for post foundation,structural fabrication etc. shall be paid separately under relevant item andMS angle shall be supplied by BHEL free of charge.

SQM 500

2002 Providing M.S gates incuding excavation,concreting, as per specificationscomplete.

MT 38




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2003 Supplying and erecting in position 2.4m high PVC coated galvanised chainlinked fencing of minimum 8gauge (including PVC coating) of mesh size 50mm.The diameter of the steel wire for chain link fencing excluding PVC coating shallnot be less than 12gauge. GI barbed wire fencing confirming to IS 298 at top ofchain link fencing shall be provided with 4 strands of height of 600 mm includingall accesories as per specification all complete. Earthwork & concrete for postfoundation, structural fabrication etc. shall be paid separately underrelevant item and MS angle/channel for post shall be supplied by BHEL freeof charge.

SQM 6,479

2100 WATER SUPPLY

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

NO. 59

2102 Providing and fixing in position heavy duty brass stop cock of approved qualityincluding all specials etc complete as directed by Engineer - 15mm nominalbore.

NO. 55

2103 Providing and fixing in position heavy duty brass full way valve with wheel ofapproved quality 25mm nominal bore.

NO. 35

2104 Providing and fixing in position heavy duty brass full way valve with wheel ofapproved quality 50mm nominal bore.

NO. 21

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

RM 211




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RM 170


RM 110

2108 Providing and fixing GI pipes complete with GI sockets, unions, elbows,

tees, nipples etc including trenching & refilling, anti-corrosive paint etc allcomplete (for external work) - 15mm nominal bore (N.B).

RM 16

2109 Providing and fixing GI pipes complete with GI sockets, unions, elbows,

tees, nipples etc including trenching & refilling, anti-corrosive paint etc allcomplete (for external work) - 20mm nominal bore (N.B).

RM 137

2110 Providing and fixing GI pipes complete with GI sockets, unions, elbows,tees, nipples etc including trenching & refilling, anti-corrosive paint etc allcomplete (for external work) - 32mm nominal bore (N.B).

RM 137

2111 Providing and fixing GI pipes complete with GI sockets, unions, elbows,tees, nipples etc including trenching & refilling, anti-corrosive paint etc allcomplete (for external work) - 40mm nominal bore (N.B).

RM 105

2112 Providing and fixing 5.5mm thk mirror from reputed mirror manufacturer.Mirror shall be mounted with glass adjustable revolving CP brackets etccomplete with CP screws as per specification.

SQM 205

2113 Providing and fixing 610mmx127mmx6mm thk clear glass with C.P Guardrails and mounted on C.P. brackets etc complete as per specification. NO. 53




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2114 Providing and fixing 20mm dia chromium plated M.S. pipes wall mounted towelrod with C.P. Brackets etc all complete as per specification.

NO. 55

2115 Providing and fixing C.P. soap holder mounted with C.P. screws etc completeas per specification.

NO. 55

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

NO. 36

2117 Providing & fixing P.V.C. water tank of 1000 litres capacity (Syntex or approvedequivalent make) in position. The work to include making all necessary inlet &outlet pipes, fixture, ball cocks, valves etc all complete as per specification andat all heights and levels.

NO. 14

2118 Providing & fixing P.V.C. water tank of 2000 litres capacity (Syntex or approvedequivalent make) in position. The work to include making all necessary inlet &outlet pipes, fixture, ball cocks, valves etc all complete as per specification at allheights and levels.

NO. 12

2118A Providing & fixing P.V.C. water tank of 5000 litres capacity (Syntex or approvedequivalent make) in position. The work to include making all necessary inlet &outlet pipes, fixture, ball cocks, valves etc all complete as per specification at allheights and levels.

NO. 1

2200 SANITARY WORKS




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2201 Supply and fixing vitreous china Wash Basin size 600x450 with R.S. or C.I.brackets painted white, 15mm chromium plated brass hot & cold faucets withnylon washers, chromium plated brass chain with rubber plug 32mmchromium plated brass waste of standard pattern, 32mm dia chromium platedbrass trap unions, plastic connection pipe with chromium plated nuts, cuttingand making good the walls where required etc complete as per specifications

NO. 60

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

NO. 10

2203 Providing and fixing colour glazed vitreous china European type water closetwith siphon, open front solid plastic seat and plastic cover, low level 12.5 litreglazed vitreous china flushing cistern (same colour as WC) with valvelessfittings, necessary C.P connections etc complete as per specification anddirected by Engineer.

NO. 40

2204 Providing and fixing colour glazed vitreous china Indian type water closet with siphon, open front solid plastic seat and plastic cover, low level 12.5 litre glazedvitreous china flushing cistern (same colour as WC) with valveless fittings,necessary C.P connections etc complete as per specification and directed byE i

NO. 10

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

NO. 62




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

RM 400

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

RM 450

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

RM 150

2209 Providing, laying light duty non pressure NP3 class RCC pipes with collarsjointed with stiff mixture of cement mortar 1:2 including testing of joints etccomplete - 200mm dia, as per specification.

RM 895


RM 1,125


RM 1,008




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RM 893


RM 60

2214 Providing and fixing C.I Manhole cover of size 600mmx450mm includingframe from reputed manufacture all complete as per specifications. NO. 115

2215 Providing and fixing circular heavy duty C.I. manhole cover of 600 mm diawith frame all complete as per specification. NO. 129

2216 Providing and fixing square mouth S.W Gully trap grade 'A' complete with CIgrating, 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 notless than 2.72 Kg as per drawing and specifications etc all complete size -100x100mm P or S Type.

NO. 55


NO. 40




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NO. 39

2219 Construction of road /yard gullies in 250TH brickwork - 750mm deep with cement concrete M-20 grade foundation, including reinforcement, 12mm cementmortar (1:3) plastering both inside and outside, M.S. rungs @ 250 c/c, C.I.Grating along with frames as per IS standards including necessary earthwork inexcavation, backfilling etc complete as per drawings/specifications.

NO 20

2220 Providing and fixing C.I. floor traps with C.P jalli complete as perspecification.

NO 60

2221 Providing and installing approved brand single tap water cooler of 80 L cooling capacity complete in all respect.

NO 15

2222 Providing and installing approved brand single tap water cooler of 150 L cooling capacity complete in all respect. NO 20

2300 STRUCTURAL STEEL WORKS All items for fabrication should includefabrication drawings as per specifications including painting with a coat ofprimer and also inclusive of all necessary quality test to the satisfaction ofengineer/customer for the following. (Supply of Structural steel is inBHEL's Scope & shall be issued to vender free of cost).




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2301 Taking delivery of materials from BHEL store/store yard, loading ,transportation, unloading at site, Fabrication, erection, alignment, welding,primer painting (primer coat shall consist of one coat of epoxy resin based zincphosphate primer having minimum DFT of 100 microns. One coat to be appliedat shop and the other after erection) of structural steel made from mild steelconforming to IS:2062, pipes conforming to IS:1161/ IS:1239, chequered plateconforming to IS: 3052 and mild steel rounds, at all elevations involving rolledsections (including mild steel rounds), built up sections fabricated out of plates,rolled sections and combination of plates and rolled sections, in columns,beams, gantry girders, bunkers, silos, hoppers, roof trusses, portals, lacedpurlins, space frames, shear connectors, hangers, struts, monorails, galleries,stiffeners, wall beams, sheeting runners, brackets, stub columns, bracings,cleats, trestles, base plates, splice plates, chequered plate flooring, decking andseal plates, diaphragm, steel frame grid over false ceiling....... contd

walkway platforms, ladders, stairs, stringers, treads, landings, hand-rails,toeplates, MS Rungs, insert plates, edge angles, embedments, lugs,posts,cccstays, louvers, lacings, gusset plates, safety chains for walkwaysadjacent to crane girders etc, collection of steel from stores, transportation,straightening, making cutting plan, cutting, bending, rolling, grinding, drilling,bolting, erection bolts & nuts (weight erection bolts & nuts not payable, Supply ofpermanent bolt of grade C mild steel bolts & nuts to be paid separately under STNO. 2310 (i)), assembly, edge preparation, preheating(& use of low hydrogen/radiogenic electrodes as per specification), post heating, testing of welders,inspection of welds, visual inspection, non destructive and special testing,rectification and correction of defective welding works, production test plate,inspection and testing, erection scheme, protection against damage in transit,stability of structures, installation of temporary structures (Scaffolding, Accessladders, Working Platforms etc.), setting column bases....... contd




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surface preparation by sand blasting as per specification, touch-up painting,dismantling and removal of all temporary structures (weight of temporarystructures not payable) complete with all labour, material,electrodes and otherconsumables, equipment, testing (mechanical and non-destructive),preparation of fabrication drawings, joint design calculations and all othergeneral and special requirements, all other activities required for completion ofthe work including return of surplus/ waste steel materials to store etc as perspecification, drawings and instructions of the Engineer.

a) Fabrication MT 18,500

b) Erection, alignment, weldingMT 18,500

2304 Providing & application of chlorinated rubber finish paint of approved makeand colour in coats of minimum 50 micron over steel sections(DFT) alreadyhaving primer coats (as per ST NO. 2301) at all elevations to achieve an evenshade with all materials, labour, equipment, handling, including protection andcleaning, scoffolding etc. complete as per specification, drawings andinstructions of the Engineer.

MT 18,500




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2307 Supplying, fabrication , transportation, erection and alignment of factory madeelectroforged gratings with steel conforming to IS:2062 at all elevationsincluding preparation of design drawings and fabrication drawings in flooring,platforms, drain and trench covers, walk-ways, passages, staircases with edgebinding strips and anti-skid nosing in treads, fixing clamps etc. complete withother fittings and fixtures including all taxes, duties, transportation, packing,grinding, drilling, bolting (supply of permanent grade `C' mild steel bolts and nutsto be paid separately under ST NO. 2309(i)), all welding, edge preparation, blastcleaning of steel surfaces to near white metal surface (Sa 2 1/2) followed by twocoats of red oxide zinc-chromate primer and two coats of approved colour,enamel finish paint, testing, complete as per specifications, drawings andinstructions of the Engineer.

MT 260

2308 Extra over above ST NO. 2307, for finshing the fabricated grating unit with hot dipped galvanisation @ 610 gm/sqm over blast cleaned steel surfaces, asper specifications, drawings and instructions of Engineer instead of painting with2 coats of red oxide primer followed by two coats of enamel finish paint.

MT 15

2309 i) Supplying and fixing in position of permanent mild steel bolts (class 4.6 asper IS : 1367 and grade `C' as per IS: 1363) and nuts, washers etc. up to andinclusive of 39 mm diameter and upto 300mm long for structural steel workcomplete as per specification, drawings and instructions of the Engineer.

Quintal 128




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ii) Supply and fixing in positing of high strength structural bolts (of propertyclass 8.8 and product grade `C' as per IS: 1367) and conforming to IS: 3757 andhigh strength structural hardened and tempered nuts (of property class `8' as perIS:1367) conforming to IS:6623 with hardened and tempered washers as perIS:6649 etc. up to and inclusive of 39 mm diameter and upto 300 mm long forstructural steel work complete as per specification, drawings and instructions ofthe Engineer.

Quintal 500

2310 Dismantling of steel structure at any elevation, lowering of material andcarriage of the dismantled material up to field fabrication shop, or, return toprojects storage including temporary dismantling, cutting, re-welding, supporting,and restoring to correct position all temporarily dismantled members, re-alighment of all adjacent connected members to their correct positions, ( weightof such adjacent members and temporarily dismantled members not payable)including scafolding, staging, tools & tackles, gas cutting, welding, consumables,etc complete as per specification, drawings and instructions of the Engineer.

MT 10

2310A Dismantling of G.I. sheet in cladding at any elevation, lowering of material andcarriage of the dismantled material up to field fabrication shop, or, return toprojects storage including scafolding, staging, tools & tackles, gas cutting,welding, consumables, etc complete as per specification, drawings andinstructions of the Engineer.

SQM 500




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2311 Addition to, alterations in and/or modifiction of "Erection Marks" either inerected position or in the shop including cutting of parts, gouging of welds,cutting, grinding, fabrication, welding, drilling holes, straightening, removal ofbends, raising to the required level, painting, transportation, return of unutilisedsteel pieces to the project store, temporarily dismantling, cutting, re-welding,supporting and restoring to correct position of all the temporarily dismantledmembers, realignment of adjacent connected members, (weight of suchtemporarily dismantled and adjacent members not payable), complete as perspecifications, drawings and instructions of the Engineer.

i) In erected position MT 42

ii) In fabrication yard MT 63

2312 Re-erection of dismantled fabricatied structural steel members requiringadditions, modification, (dismantling and additions to, alterations in and/ormodification to be paid separately under ST NO. 2312 and 2313 respectively)including carriage of modified "Erection Marks" from the field fabrication shop toerection site, lifting to required posiion, aligning in position, tack welding, finalwelding and touch up painting including temporary dismantling and re-erection oftemporarily dismantled members, cutting, rewelding, supporting and restoring tothe correct position of all temporarily dismnatled members, re-alignment ofadjacent connected members, (weight of such temporarily dismantled membersand adjacent membersnot payable) including scafolding, staging, tools & tackles,gas cutting, welding, consumables, etc complete as per the specifications,drawings and instructions of the Engineer.

MT 10




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2313 Design, supply, fabrication, erection of stoplog gates in CW Pumps as perspecification with embedments required, lifting beams, special tools & plants,spare parts for three years, machining, casting, all materials such as structuralsteel, cast steel, stainless steel, brass used for seals, rubber seals, gears, balland roller bearing, branch bushings, greasing, bolts, nuts, lugs, threadedfastners etc., cleaning, sand blasting, hot double dip galvanised with minimumcoating of zinc 750 gms/sqm., following by an application of etching primer anddipping in black bitumen as per B.S. 3416, erection along with a second stageconcreting to true plumb and levels, submission of drawings / fabricationdrawings for engineers approval etc., all complete as per specifications andapproved drawings. The leakage through rubber seal shall not be more than 5lit/min/metre length of seal under maximum head.(only weight of structural steelincluding embedments shall be considered for payment purpose)

MT 75

2314 Supplying, fabricating, erecting in position and testing / examining bolted and / orwelded structural steel work at all levels for stationary screens made out ofrolled sections and / or plates including cutting, straightening if required, edgepreparation, bolting / welding of joints, cleaning, sand blasting, hot double dipgalvanised with minimum coating of zinc as 750 gms./sqm. followed byapplication of an etching primer and dipping in black bitumen as per BS 3416,complete as per drawing and directed.

MT 175

2315 Providing and fixing HRC net for fire sump screen of pump house havingmaximum gap between wires 10mm etc all complete including labour, materials. SQM 25




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2317 Providng and fixing in position of PTFE type sliding bearings of reputedmanufacturer, individual bearing suitable for required vertical loads as per theconstruction drawings and for maximum displacement of + 50mm including alltaxes, duties, transportations,installation, drilling, bolting, erecting, alighning etc.,complete as per specification, drawings and instructions of the Engineer (Verticalload carrying capacity of individual bearing shall vary from 10MT to 40 MT, asspecified in the construction drawings).

a) 10MT/15MT vertical load Capacity Each 10

b) 20MT/25MT vertical load Capacity Each 10

c) 40MT/45MT vertical load Capacity Each 10

d) 60MT/65MT vertical load Capacity Each 10

2318 Taking delivery of SS materials from BHEL store/store yard, fabrication anderection of 3.15mm thick stainless steel liner of grade AISI-304; Finish Grade2B (Cold rolled, Annealed & Pickled and Skin passed) on M.S. plate for insidesurfaces of hopper & mouth of hopper of bunkers as directed by the Engineerincluding fixing with stainless steel studs, bolting (including countersunk),welding etc. complete as per specifications and IS standards. Electrodeclassification shall be E308L for welding of stainless steel to stainless steel andE309 for stainless steel to mild steel etc. complete as per specifications,drawings and instructions of the Engineer. SS liner shall be supplied by BHELfree of cost.

MT 165




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2319 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).

RM 15

2320 Conducting ultasonic test on welds wherever specified by the engineerincluding provision of necessary equipments, measuring devices, gauges,materials and labour as per specifications complete (over and above the workalready specified in the specifications).

RM 15

2321 Conducting magnetic particle test on welds wherever specified by theengineer including provision of necessary equipments, measuring devices,gauges, materials and labour as per specifications complete (over and above thework already specified in the specifications).

RM 10

2322 Providing and fixing in position 90mm diameter pressure relief valve includingnon metallic PRV pipe and 430mm long 160mm diameter (OD) perforated PVChousing pipe, nylon jali, perforated end plug, collar, graded filter etc as perIS:4558, excavation, fixing with joints water tight etc all complete as per drawingand as directed by the engineer.

Each 50

2400 ROAD WORK

2401 Preparation of sub grade by excavating earth to required depth for all types ofsoil, dressing to camber and consolidating the base including making good theundulation etc. and disposal of surplus earth within plant boundary in accordancewith IS:2720 all complete as per specification.

CUM. 20,694




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2402 Supplying and filling with selected good earth of approved quality under pavement and shoulders etc. in compacted layers of maximum depth 200 mm including watering, rolling/consolidating and dressing etc. to required camber including transportation, royalities complete.

CUM. 5,000

2403 Providing, stacking and laying granular morrum for shoulder including watering,compaction with road roller to required level etc. complete as per specification. CUM. 3,385

2404 Providing and Laying water bound macadam base/sub base course in layersof required thickness with stone aggregate 90mm to 40mm size stone screening and binding material including screening, sorting, spreading to template andconsolidation with road roller including carriage spreading and consolidation ofblinding material moorum etc Including cost of material,labour,all complete.

CUM. 8,906

2405 Providing &Laying water bound macadam base / sub base course in layers ofrequired thickness with stone aggregate 63mm to 40mm size, stone screeningand blinding material including screening sorting, spreading to template andconsolidation with road roller including carriage, spreading and consolidation ofblinding material moorum etc Including cost of material labour etc. all completeas per specification.

CUM. 5,920

2406 Laying water bound macadam wearing course with stone aggregate 50mm to20mm size stone screening and binding material including screening, sorting,spreading to template and consolidation with road roller including carriagespreading and consolidation of blinding material moorum etc Including cost ofmaterial labour etc. all complete as per specification.

CUM. 2,920




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2407 Providing and applying Tack coat of low viscousity liquid bitumen of a suitableapproved grade confirming to IS 73, 217 or 454 as applicable @ 10 kg/10sqm foran untreated WBM surface including scraping, cleaning with compressed air etc.complete.

SQM 71,000

2408 Providing, mixing and laying of compacted 75 thk. Bituminous MacadamCourse. Bitumen shall be of a suitable grade complying with IS 73 andaggregates, binder material as specified in specification including hot mixing, hotlaying, rolling all complete.

SQM 35,025

2409 Providing & laying 25mm thick premix carpet surfacing with 2.25cum and 1.12cum of stone chippings of size 12.5mm and 10mm respectively per 100 sqm withhot bitumen @ 52 kg. and 56 kg. per cu.m. of 12.5mm & 10mm size stonechippings respectively including a tack coat with hot bitumen @ 1.00 kg. persq.m. of road surface including consolidation with road roller etc,all complete,with bitumen heated and then mixed with solvent at the rate of 70 gms. per kg. ofbitumen including cost of all material, labour all complete as per specification,drawings and instructions of the Engineer.

SQM. 35,387

2410 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 chipsat the rate of 0.09 cum/10sqm including rolling as per specification all complete. SQM. 35,975

2411 Providing & laying edge protection on both edges of black topping usingbrick on edge (bricks with crushing strength of 75 kg/cm2) with full brickwidth (230 mm) etc all complete as per drawings and specifications.

R.M 3,366




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2412 Supply and laying (400mm x 150mm X 350mm deep) precast concrete kerbstone of shape as per detailed drawing including fixing in 13mm thk. cementmortar 1:2 in joints, finishing of joints with neat cement paste, making drainageopening where required etc. complete as per spec.

RM 7,100

2413 Supply and laying 150mm dia R.C.C NP-2 type Hume pipe in raised shouldersas rain water drains as per detailed drawing including fixing in 13mm thk. cementmortar, finishing of joints with neat cement paste complete as per spec. RM 400

2413 (a) Supplying & laying storm water drain crossing the roads by RCC hume pipeclass NP3 with 600mm dia.

RM 600

2414 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 concreteblocks and finishing the joints etc as per manufacturer's specification.

SQM 11,573

2415 Dismantling of existing road consisting of premix carpet, curb stone/ brick onedge, bitumen macadem course, WBM, prepairing subgrade to receive newWBM including camber consolidation including disposal of debris within a leadof 1 Km etc. complete and as directed by Engineer.

SQM 4,500




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2416 Providing 25mm thick premix carpet on existing/damaged road surfaces byspreading of 2.25cum and 1.12 cum of stone chippings of size 12.5mm and10mm respectively per 100 sqm with hot bitumen @ 52 kg. and 56 kg. per cu.m.of 12.5mm & 10mm size stone chippings respectively including a tack coat withhot bitumen @ 1.00 kg. per sq.m. of road surface including consolidation withroad roller etc,all complete, with bitumen heated and then mixed with solvent atthe rate of 70 gms. per kg. of bitumen including cost of all material, labour,cleaning, repairing damaged carpet, WBM, sub grade/sub base,to the requiredthickness wherever required,consolidation with road roller etc all complete as perspecification and as directed by Engineer.

SQM 4,500

TOTAL OF ALL ABOVE ITEMS IN RS

TOTAL OF ALL ABOVE ITEMS IN WORDS ( RS………………………………………………....


100 earth work in excavation, backfilling and … bid -564 (rev-01... · 100 earth work in...

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