Chimney Erection BoQ for 200 MW

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TENDER TISHREEN: CIVI CIVIL L - II: 770 TENDER NO. BHEL: NR :SCT: TISHREEN:

FOR OFFICIAL USE ONLY

TENDERER’S TENDERER’S COPY

NOT FOR PUBLICATION PUBL ICATION

TENDER

ORIGINAL ORIGINAL COPY

S P E C I F I C A T I O NS

770  TENDER NO. BHEL: NR : SCT: TISHREEN: CIVIL - II: 770 

FOR RCC Chimney Chimney with Electrical works and “ Construct ion o f RCC Complete Fabrication, Erection, Painting & Grouting of Structural Structu ral Ste Steel el work s in Main Main Powe Powerr House cons isti ng of Turbine Bay, Electric Electric al/ al/Control Control Room Bay & Pipe Racks Racks for fo r 2 x 200 MW Tishreen Power Plant Extension Project, Tishreen, Syria.”

PART II – PRICE BID

Bharat Heavy Heavy Electricals Li mited ( A  A Govt. Of India Undertaking) Undertaking)   Power Sector – Northren Region, Plot No. 25 , Sector - 16A , Dist t. Gaut Gautam am Budh Nagar, NOIDA NOIDA – 201 301 (INDIA) (INDIA)

1

 

TENDER TISHREEN: CIVI CIVIL L - II: 770 TENDER NO. BHEL: NR :SCT: TISHREEN:

ISO 9001, ISO 14001 and OHSAS 18001 certified company SubContract and Purchase Deptt.

Bharat Heavy Heavy Electricals Li mited ( A  A Govt. Of India Undertaking) Undertaking)   Power Sector – Northern Region, Plot No. 25 , Sector - 16A , Distt Dis tt . Gautam Budh Nagar, NOIDA – 201 301.INDIA 301.INDIA Phone: 0091-0120- 2416279 / 2416251 Fax 091-0120-2515464 091-0120-25154 64 / 2515467 Email: sca@ bhelpsnr.co.in/ msd@bhelpsnr msd@bhe lpsnr .co.in Email: [email protected]/

TENDER NO. BHEL: NR :SCT: TISHREEN: TISHREEN: CIVIL - II: 770 

IMPORTANT NOTE PURCHASER OF THIS TENDER DOCUMENT IS ADVISED TO CHECK AND ENSURE COMPLETION OF ALL PAGES OF TENDER DOCUMENT AND REPORT ANY DISCREPANCY TIMELY FOR CORRECTIVE ACTION, IF ANY, TO THE ISSUING AUTHORITY BEFORE THE BIDS ARE SUBMITTED. ORIGINAL COPY OF TENDER DOCUMENT COMPLETE IN ALL RESPECTS MUST BE SUBMITTED BACK AS PART OF THE BID WITHOUT WHICH THE SAME IS LIABLE TO BE REJECTED BY BHEL.

THIS TENDER SPECIFICATION ISSUED TO: M/S----------------------------------M/S--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

2

 

BOQ - FINAL

1 of 7

RATE SCHEDULE SCHEDULE CUM B OQ 2x200 MW TISHREEN TPPE

SPECIFICATION NUMBER

PEEGT, MINISTRY OF ELECTRICITY, REPUBLIC OF SYRIA SL. NO

DESCR DESCRIP IPTIO TION N

PART A

RCC CHIMNEY CIVIL WORKS

BILL OF QUANTITIE QUANTITIES S

UNIT

TOTAL QTY In f i gu gu rre es

100

101

 

 

CUM CUM CUM CUM

     

2520 2042 1624 322

 

 

CUM CUM CUM CUM

     

10 10 10 250

CUM

 

200

Each Each layer comp compacte acted d so as to achieve e ve at least least 95% maximum m um dry densit density y as per relev relevant ant Sy Syria rian/B n/BS S   Standards and/or a pproved by PEEGT/BHEL.

CUM

 

241

CUM

 

500

CUM

 

3000

exceeding 250 mm thickne exceeding thickness ss and compacted so as to achiev achieve e at least 80% relative density density as per per  relevantt Syria relevan an/BS n/BS Standards and/or approved approved by PEE PEEGT/B GT/BHEL HEL including ng spreading, ng, watering, ng, ramming/compaction by manual / mechanical means, dressing, royalty (if any) etc. all complete.

CUM

 

25

Filling  in trenches, plinths, area paving and other underground structures  with stone (63 Filling in stone (63 mm down graded), in layers not exceeding 200 mm thickn thickness ess including breaking breaking of boulders to required sizes, filling ng the interstices with selected sand and compacting to 85 % of original volume of stone stack for all lifts all complete as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as ap proved by PEEGT/BHEL.

CUM

 

750

     

       

 upto any depth below ground level around foundations, foundations, plinths, trenche trenches, s, drains etc to proper  Back filling filling upto grade grade and level in layers not ex exceed ceeding ing 250 mm thic ckness kness using/wi using/with t h   selected selected mate materials rials from compulsorily excavated soil   available within a lead upto 500m and compacted as spec ified including reexcavation of stacked earth, watering, ramming/compaction by manual/mechanical means, dressing etc all complete.for the following. Each Each layer comp compacte acted d so as to achieve e ve at least least 95% maximum m um dry densit density y as per relev relevant ant Sy Syria rian/B n/BS S   Standards and/or a pproved by PEEGT/BHEL.

 

a

Back filling filling upto  upto any depth below ground level around foundations, foundations, plinths, trenche trenches, s, drains etc to proper  grade and level in layers not exceedin exceeding g 250 mm thickness thickness using/wit using/with h selected materia materials ls directly  directly from excavation and excavation  and compacted as specified ed including ng watering, ramming/compaction ramming/compaction by manual/ manual/mechanica mechanicall means, dressing etc all complete for the following.

105

 

Extra over ST ST No. 101 to 103 103 for  for carriage of excav excavated ated earth/selected earth/selected materials for every 1 km or part   thereof beyond an initial lead of 500m.

106

 

 upto any depth below ground level around foundations, foundations, plinths, trenche trenches, s, drains etc to proper  Back filling filling upto grade and level in layers layers not exceeding 250 mm thickness thickness   using/with approved borrowed soil  (borrowed soil to be arranged by the bidder) and compacted as specified including supplying borrowed soil, royalty (if  any), watering, ng, ramming/compaction ramming/compaction by manual/mechanical manual/mechanical means, dressing etc all complete for the following.

a

107

108

IN EUR O OS S

Earth Earth work in excava excavation tion in soft rock (rock rock (rock without any recovery of exacavated materials in the form of  hard stone/boulder) including weathered rock which can be excavated by means of crow bar, pick axe, pneumatic rock breaker attachment with excavator excavator machine etc but does not require require chiselling or blastin ng g including ng setting out, levelling, levelling, dewatering (wherever (wherever require required), d), shoring shoring & strutting (where (wherever ver required), dressing the sides & bottom, all lifts, ramming/compacting the excavated bottom, stacking, disposal of surplus excavated materials within a lead upto 500 m, spreading / levelling of disposed materials etc all complete for  following depths below ground level. (The level.  (The payment for excavation under subheads below shall be made for the quantit ies excavated in that subhead only and each subhead includes lift upto gr ound level):

Depth from ground level but not exceeding exceeding 2 m Depth exceeding exceeding 2 m but not exceeding exceeding 4 m Depth exceeding exceeding 4 m but not exceeding exceeding 6 m Depth exceeding exceeding 6 m but not exceeding exceeding 8 m

a

104

In w o orr d ds s

REMA REMARKS RKS

Earth Earth work in exca excavation vation in a all ll types types of soil including ash ash   which which can be excavat excavated ed by any means including ng setting out, levelling, ng, dewatering dewatering (wherev (wherever er require required), d), shoring & strutt strutting ing (wherever required), required), dressing the sides & bottom, all lifts, ramming/compacting the excavated bottom, stacking, disposal of surplus excavated materials within a lead upto 500 m, spreading/levelling of disposed materials etc all complete for  following depths below ground level. (The level.  (The payment for excavation under subheads below shall be made for the quantit ies excavated in that subhead only and each subhead includes lift upto gr ound level): Depth from ground level but not exceeding exceeding 2 m Depth exceeding exceeding 2 m but not exceeding exceeding 4 m Depth exceeding exceeding 4 m but not exceeding exceeding 6 m Depth exceeding exceeding 6 m but not exceeding exceeding 8 m

a b c d 103

In f ig ig u urr e es s

AMOU AMOUNT NT

EA EARTH RTH WORK WORK IN EXCA EXCAVA VATIO TION, N, BACKFI BACKFILLIN LLING G AND AND DISPOS DISPOSAL AL IN INCLU CLUDI DING NG NE NECE CESS SSAR ARY Y MEN/WOMEN, MATERI MATERIALS, ALS, EQUIPMENT, LOADING, TRANSPORTATION, UNLOADING, DEWATERING E TC TC AS PE ER R S PE PE CI CI F FII C CA A TI TI ON ON , D RA RA WI WI N NG GS AS P ER ER RE EL LA AV V AN AN T SY RI RI A AN N //B BS STANDARDS/SPECI STANDARDS /SPECIFICATION FICATIONS S APPROVED BY PEEGT/BHEL AND AS DIRECTED BY ENGINEER- INCHARGE FOR THE FOLLOWING.

a b c d 102

RATE  

PE-BQ-323-600  REVISION 02 C001

Each Each layer comp compacte acted d so as to achieve e ve at least least 95% maximum m um dry densit density y as per relev relevant ant Sy Syria rian/B n/BS S   Standards and/or a pproved by PEEGT/BHEL.  

 

Supp Supplying lying and filling sand upto sand upto any depth under floors, around foundations, plinth plinths s etc. in layers not

200

PROV PROVIDI IDING NG AND PLACING CONCRETE CONCRETE WORK INCLUDING INCLUDING LABOUR, LABOUR, MATERI MATERIALS, ALS, EQUIPME EQUIPMENT, NT, HANDLING, BATCHING, TRANSPORTING, MIXING, PUMPING, PLACING, LEVELING, VIBRATING, COMPACTING, COMPAC TING, CURING, TESTING, CLEANING AND RENDERIN RENDERING G THE EXPOSED SURFACE WITH CEMENT SAND MORTAR TO GIVE A SMOOTH AND EVEN SURFACE, PREPERATION OF SCHEME FOR CONCRETING, GETTING IT APPROVED BY ENGINEER, MAINTAINING AND SUBMITTING RECORDS OF CONCRETING CONCRETING (EXCLUDING COST OF CENTE CENTERING, RING, SHUTTERING, SHUTTERING, CHEMI CHEMICAL/MEMBRAN CAL/MEMBRANE E CURI CURING NG AND REIN REINFORC FORCEME EMENT) NT) ETC. COMPLETE COMPLETE AS PER DRAWING DRAWINGS, S, SPE SPECIFI CIFICATI CATIONS, ONS, MANUFACTURER'S MANUFA CTURER'S RECOMMENDATION RECOMMENDATIONS, S, RELEVANT SYRIAN/EQUIVALENT SYRIAN/EQUIVALENT BS STANDARDS AND  AS APPROVED APPROVED BY PEEGT/BHEL PEEGT/BHEL FOR THE FOLLOWING: FOLLOWING:

201

Provid ding ing and laying cement concrete of  grade  grade M10 (150mm (150mm Cube strength at 28 days) of st andard mix 1:3:6 (1Cement: 3Sand: 6Coarse Aggregate) with Aggregate) with moderate sulphate resisting cement (as per Syrian standrad or BS standard of approved make & quantity), coarse sand and graded hard stone aggregate of 40 mm nominal n al size as   PCC/le PCC/lean an concre concrete te below Foundations/ Foundations/Plinth Plinth Beams, mud mat under  foundation/floor/grade slab, etc at etc at any level below finished floor level, any shape, position or thickness etc.

CUM

90

all complete as per drawings, specifications, manufacturer's recommendations, relevant Syrian/ equivalent BS standards and/or as approved by PEEGT/BHEL.

 

 

BOQ - FINAL SL. NO

DESCR DESCRIP IPTIO TION N

2 of 7 UNIT

TOTAL QTY In f ig ig u urr e es s

202

203

Providing Providing and laying cement concrete of  grade  grade M20 (150mm (150mm Cube strength at 28 days) of st andard mix 1:1.5:3 (1Cement: 1.5Sand: 3Coarse Aggregate) with Aggregate)  with moderate sulphate resisting cement (as per Syrian standrad or BS standard of approved make & quantity) for reinforced concrete works with coarse sand and graded hard stone aggregate of 40 mm nominal size as   grade slabs, cable trenches, tunnels, under  floors, paving, pipe encasing etc.  at any level above/below finished floor level, any shape, position or  thickness thickne ss etc. all complete as per drawings, specificat specifications, ions, manufacturer's manufacturer's recommendations, recommendations, relevant Syrian/ equivalent BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL.

 

CUM

25

CUM

1100

CUM

2900

CUM

50

CUM

40

SQM

50

SQM

300

SQM

13250

SQM

150

Provi Providin ding g and fix fixing ing formwo formwork rk in shell shell openin openings gs (above (above 0.1 sq. sq.m m surface surface area) inc includi ludin ng g cutt cutting ing,, formatio on n of shapes and all other operations operations required red for making the required shape shape and size, removal of  formwork, all complete as per drawings, specifications, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

SQM

175

Providing ding and placing ng in position position at all lev levels, els, building ng paper (kraft paper), bet between ween con concrete crete surfac surfaces es incluin ng g the cost of labour, material, etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as ap proved by PEEGT/BHEL.

SQM

5

Providing, Providing, stra straighteni ightening ng cutting, bending, bending, placing in position position at any level, binding of  of    mild stee steell reinforcements reinforce ments of diame diameter ter upto 12 mm   of grade 250 as per BS:4482 in   concrete including concrete  including cost of  reinforcement and binding wire, labour, scaffolding, transportation to & from stores etc. all complete as per  drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

MT

15

Providing,straightening, cutting, bending, placing at any level, binding in position   high yield strength steel reinforcements of grade B500B as per BS:4449 of diameter upto 32mm in 32mm  in   concrete  concrete   including cost of  reinforcement and binding wire, labour, scaffolding, transportation to & from stores etc. all complete as per  drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

MT

434

SQM

25

Kg

25

SQM

900

Supplying, Supplying, fixing fixing & removin ng fairface g fairface plywood form work with work  with good quality water proof ply wood of required thickness and smooth surface below finished ground floor level for foundations, footings, base of columns, walls, columns, pilasters, pilasters, beams, mass concrete, trenches etc. complete for expos exposed ed concrete works works etc. all complete as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as ap proved by PEEGT/BHEL.

Supplying, Supplying, fixin ng g & removin ng fairface g fairface steel form work below fini shed ground floor level   for foundations, footings, footing s, bas base e of columns, walls, columns, pilasters, pilasters, beams, mass concrete, trenches etc.complete etc.complete for  exposed concrete works etc. all complete as per drawings, specifications, manufacturer's recomm endations, relevant Syrian/BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL.

205

206

207

208

300

302

 

 

SUP SUPPLYIN PLYING, G, INSTALLATI INSTALLATION, ON, FILLING FILLING IN PO POSITI SITIONS ONS ETC. ETC. OF JOIN JOINT T FILLER AND SEALIN SEALING G COMPOUN COMPOUND D INCLUDING INCLUDING LABOUR LABOUR,, MATERIA MATERIAL, L, EQUI EQUIPME PMENTS NTS ETC. ALL COMPLETE COMPLETE AS PER DRAWINGS,, SPECIFICATIONS, DRAWINGS CATIONS, MANUFACTURER'S RECOMM RECOMMENDATION ENDATIONS, S, RELEVANT SYRIAN/BS STANDARDS AND/OR AS APPROVED BY PEEGT/BHEL UNLESS SPECIFIED OTHERWISE FOR THE FOLLOWING:  

i)

Bitumin impregnated impregnated fibre board board as  as joint filler at joints in concrete including nailing, coating of both faces with coal tar pitch/bitumin etc. all complete as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL. 12mm thick joints. H ot ot a p pp p llii ed ed   bitumin sealing compound   (Grade A) including cleaning, mixing, heating, pouring/injecting sealing compound in gaps in joints at all levels including application of primer etc. all complete as per  drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

50 02 2

503

IN EUR O OS S

PROVIDING, PROVIDING, STRAIGHTENIN STRAIGHTENING G CUTTING, BENDING, PLACING PLACING IN IN POSITION POSITION AT ANY LEVEL, LEVEL, BINDING OF STEEL REINFORCEMENTS REINFORCEMENTS AND BINDING WIRE, LABOUR ETC. COMPLETE AS PER DRAWINGS, DRAWINGS, SPECIFICATIONS SPECIF ICATIONS,, RELEVANT SYRIAN/BS STANDARDS AND/OR AS APPROVED BY PEEGT/BHEL FOR THE FOLLOWING:

500

501

In w o orr d ds s

REMA REMARKS RKS

Providing ding and fixin ng g formwork of approved approved quality ty for for cast-in n-situ, -situ, plain or re reinforced inforced concrete works of of any type and and sectio on n (including ng curved curved surfaces surfaces and chimney chimney shell) for all elevatio ons, ns, including ng labour, materials, materia ls, eq equipment uipment,, wa waste ste of forms, shorin shoring, g, strutt strutting, ing, scaffolding, ng, staging, ng, tieing, ng, nailing, nailing, caulking caulking,, bolting etc. etc. and removal of form work and staging ng etc. all complete as per drawings drawings,, specific cations, ations, relevant Syrian/BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL. a) Inner and outer faces of wind shield with slip form shuttering b) Fairface plywood form work with good quality water proof ply wood of required thickness and smooth surface for all other components of the superstructure including slabs, beams, columns, walls, enclosures, mini shells, external platforms, corbels, other shell attachments, chases/recesses in shell etc.

301

In f ig ig u urr e es s

AMOU AMOUNT NT

Providing and laying Design Design Mix cement concrete  concrete  of following grades with moderate sulphate resisting cement (as per Syrian standrad or BS standard of approved make & quantity) for reinforced concrete works wit h c oa oa rrs s e sa n nd d an nd d g rra ad de ed ha arr d st o on ne ag gg g re re g ga a te te of 20 0m mm no om m in a all s iz e in foundations/substructure/superstructure, grade slab, under floors etc as mentioned below at any level, any shape, position on or thickne thickness ss etc complete including use of plasticizer/ cizer/ superplasticiz superplasticizer er of approved approved make conforming to relevant BS standard to achieve required slump in concrete all complete as per specification & drawing and as approved by PEEGT/BHEL. i) For all works below ground level (except chimney shell) a) grade M25 (150mm Cube strength at 28 days) as per Syrian code or C20/25 as per BS8500 (foundations, etc) ii) For all other works a) grade M30 (150mm Cube strength at 28 days) as per Syrian code or C25/30 as per BS8500 for chimney shell, corbels and external platforms and other shell attachments. b) grade M35 (150mm Cube strength at 28 days) as per Syrian code or C30/37 as per BS8500 for chimney shell, corbels and external platforms and other shell attachments. c) grade M25 (150mm Cube strength at 28 days) as per Syrian code or C20/25 as per BS8500 for all other  components of the super structure, roof slab, mini -shells, beams, columns wall etc.  

204

RATE  

 

Providing Providing and applyin applying g two coats of bitumen grade 8 85/2 5/25 5   ( @ 1.7kg/s 1.7kg/sqm) qm) with 1% antistrippi antistrippin ng g compound in foundation, shell, pedestal etc on concrete surfaces exposed to soil / ash including ng surface preparat preparation ionBS etc. all complete as approved per specificati o ons, ns, manufacturer's recommendati o ons, ns, in-charge. relevant Syrian/ equivalent standards and/or as by PEEGT/BHEL PEEGT/B HEL and as directed by engineer-

 

 

BOQ - FINAL SL. NO

DESCR DESCRIP IPTIO TION N

3 of 7 UNIT

TOTAL QTY In f ig ig u urr e es s

600

PROV PROVIDI IDING NG AND GROUTING GROUTING OF STRU STRUCTUR CTURES ES INCLUDING INCLUDING CO COST ST OF MATERIALS MATERIALS,, LABOUR AND EQUIPMENT EQUIPM ENT FOR HANDLING, TESTING, PERFORM PERFORMING ING RELEVANT OPERATIONS, ETC. COMPLETE  AS PER DRAWINGS DRAWINGS,, SPECIF SPECIFICATIONS ICATIONS,, MANUFA MANUFACTURER'S CTURER'S RECOMMENDATION RECOMMENDATIONS, S, RELEVANT SYRIAN/BS STANDARDS AND/OR AS APPROVED BY PEEGT/BHEL UNLESS SPECIFIED OTHERWISE FOR THE FOLLOWING:

601

Provi Providin ding g & grouti grouting ng wi with th   cement slurry mix  of approved ratio using   pressure pump  pump   for water retaining concrete structures as per approved procedure including cost of nipples/ nozzles, cement, admixture, curing, pressure pressur e pumps, slurry agitator etc. all complete. Cost shall include fixing of nipples at minimum 500 mm centre to centre spacing, cutting of nipples after completing of grouting, making good of the nipple hole with appropriate non-shrink cement paste, water tightness test etc. all complete as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

602

603

604

605

700

Provi Providin ding g & groutin grouting g of pock pocket et hole holes, s, pip pipe e sleeves sleeves under under b base ase plat plates, es, machi machinery nery,, pipe pipe supp support orting ing structures etc. with  mix 1:1 (1 cement :1 sand )  using non shrink admixture etc. all Complete as per  drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL. Providing ding & grouting grouting of pocket pocket holes, pipe pipe sleev sleeves es and under ba base se plate of structural structural s steel teel work/ machiner machinery/ y/ pipe supporting structures including roughening of surface, cleaning, ramming, curing etc. all complete with mix 1:1:2 (1 1:1:2  (1 cement : 1 coarse sand : 2 aggregate of 6 mm down graded stonechips ) using non shrink admixture admix ture etc. all complete as per drawin ngs, gs, specifications, ons, manufacturer's recommendations, ons, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL. (Cost of all material and cleaning the pocket by compressed air shall be in the scope of the contractor).

Providing ding & groutin grouting g of pocket holes, holes, pipe pipe sleeve sleeves s and under base plates plates of structural structural steel steel work/ machiner machinery/ y/ pipe supporting structures including roughening of surface, cleaning, ramming, curing etc. all complete with ConbextraGP-1 ConbextraGP1 or equivalent  equivalent  as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL. (Cost of all material and cleaning of the pockets by compressed air shall be in the scope of the contractor).

Providing ding & groutin grouting g of pocket holes, holes, pipe pipe sleeve sleeves s and under base plates plates of structural structural steel steel work/ machiner machinery/ y/ pipe supporting structures including roughening of surface, cleaning, ramming, curing, etc. all complete with Conbextra GP-2 or equivalent  equivalent   as per drawings, specifications, manufacturer's recommendations, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL. (Cost of all material and cleaning of the pockets by compressed air shall be in the scope of the contractor).

SQM

22

CUM

20

CUM

9

CUM

32

CUM

24

SQM

150

MT

3

MT

145

MT

21

MT

295

MT

4

MT

4

MT

2

RATE   In f ig ig u urr e es s

AMOU AMOUNT NT In w o orr d ds s

REMA REMARKS RKS

IN EUR O OS S

FLOOR, WALL WALL & CEILING FINISHES, FINISHES, DADO DADO AN AND D SKIRTI SKIRTING NG INCLUDING INCLUDING ALL MATERIALS, LABOUR, CURI CURING, NG, POLISHI POLISHING, NG, FINISHI FINISHING, NG, EXP EXPANS ANSION ION JOINTS, JOINTS, GROOVES GROOVES,, ETC. COMPLETE COMPLETE IN ALL RESPECTS AS PER DRAWINGS, DRAWINGS, SPECIFICATIONS SPECIFICATIONS,, MANUFA MANUFACTURER'S CTURER'S RECOMMENDATIONS, ENDATIONS, RELEVANT SYRIAN/BS STANDARDS AND/OR AS APPROVED BY PEEGT/BHEL UNLESS SPECIFIED OTHERWISE OTHERWIS E FOR THE FOLLOWING:

701

801

802

803

804

805

Provi Providin ding g and and lay laying ing 50 mm mm thic thick k   heavy duty cement concrete in flooring  flooring   with   metallic hardener  pigmented topping 12mm topping  12mm thick uniform graded treated iron paricles in flooring . Under layer of 38mm thick cement concrete mix 1:2:4 1:2:4 (1 cement: 2 sand : 4 stone aggregates 12.5mm well graded) and top layer of  12mm thick metallic concrete of mix 1:2 (1 cement hardner mix with approv approved ed quality metallic hardening compound :2 stone aggregate 6mm nominal size) by volume including including cement slurry, rounding rounding off edges etc. all complete as per drawings, ngs, specificatio ons, ns, manufacturer's recommendatio recommendations, ns, relevant Syria Syrian/BS n/BS standards and/or as approved by PEEGT/BHEL.

Preparing ng detailled ed fabricat fabrication ion drawings drawings and aft after er approval approval by the Engineer, neer, supplyin supplying, g, fabricating, fabricating, e erectin recting g and installing miscellaneous steel parts to be embedded/cast in concrete (like staircase embedments, corbel face plates, etc) at all positions and levels including the cost of all labour, materials and equipments for  setting materials in concrete, grouting, welding, bolts & bolting, expansion anchors, drilling, cutting, etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

Preparin ng g detailed detailed fabrica fabrication tion draw drawings ings after after approva approvall by the E Enginee ngineer, r, provid ding, ing, fab fabricati ricating ng and erecting erecting structural steel work for the stair case (from case  (from grade level to roof level),   internal platforms, walkway gallery structures,chequered plate panels   (for floors of internal and exter external nal platforms), platforms),   treads and landings of the staircase including staircase including brackets, kick plates, structural members, beam support bearings on the shell, stiffeners, stiffeners, seats, blockouts, ready to bolt fixture fixtures, s, cost of all labour, materia all and equipment, equipment, transporting, lifting to all heights, setting in place, welding to cast in fixing place, cutting, grinding, drilling, bolts and bolting, anchor fasteners, welding, preheating and post heating for welding , testing, primer and finish painting etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL.

Supplying, Supplying, fabrication, fabrication, erectio on n and alignmen alignmentt of factory made made galvanised  galvanised welded grating units  with mild steel in platforms, staircases with edge binding strips and anti-skid nosing in treads etc. including 2 coats of  redoxide zinc-chromate primer (one coat at shop and one coat after erection), fixing clamps, fittings, fixtures, all taxes, taxes, duties, packing, grinding, drilling drilling,, welding, ng, edge preparat preparation, ion, etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL.

Preparing ng detailed fabricati fabrication on drawings drawings and after approval approval by the Engineer, neer, providing, providing, fabricati fabricatin ng g and erecting, at all levels, structural steel flues (liners) complete with all bends, flanges, stiffeners, all other flue attachments, support system, collars, access manholes and gas sampling ports alongwith gaskets and other  accessories, staying system, including the cost of all labour, material and equipment, transporting, lifting to all heights, setting in place, cutting, grinding, drillings, bending, bolts and bolting, welding, preheating and postheating for welding, testing, etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as ap proved by PEEGT/BHEL.

Provi Providin ding, g, fabrica fabricati ting ng and ins install talling ing at vari various ous loca locatio tions ns and and ele elevat vation ions s of th the e chi chimney mney system system tthe he following ng miscellaneous miscellaneous mild steel steel items complete complete with th the cost of all labour, material material and equipment, equipment, transporting, transpo rting, lifting, settin ng g in place, place, cuttin ng, g, grin nding, ding, drilling, drilling, welding, welding, bolts and boltin bolting, g, anchor  anchor  fasteners fastene rs and anchoring, primin ng, g, painting, ng, grouting grouting etc. all complete as per drawings, ngs, specific cations, ations, relevant Syrian/BS standards and/or as approved by PEEGT/B PEEGT/BHEL. HEL. a) Mild steel ladders with cage, hood access hatch, louvers, bird screens, hood drain basin covers and other  miscellaneous mild steel items not specifically mentioned. b ) 32/40 mm nominal bor bore e medium class ttubular ubular hand hand railiing ng for stair ca case se and intern internal al and exte external rnal platforms   c) Providing minimum 275 gsm Hot dipped galvanisation on mild steel parts as per specification

 

 

BOQ - FINAL SL. NO

4 of 7

DESCR DESCRIP IPTIO TION N

UNIT

TOTAL QTY In f ig ig u urr e es s

806

80 07 7

808

809

Preparin ng g detaile ed d fabrication fabrication draw drawings ings after after approval approval by the E Engineer ngineer,, providing providing,, fabricating fabricating an and d erecting, ng, at all levels, mild steel strakes complete with all stiffeners, attachments, fasteners, pipe sleeves, etc. including the cost of all labour, material and equipment, transporting, lifting to all heights, setting in place, embedding components in concrete, fixing to cast-in embedments, cutting, grinding, drilling, bolts and bolting, welding, preheating and post heating for welding , testing, grouting, primer and finish painting of exposed components, etc. all complete as per drawings, specifications, cations, relevant Syrian/BS Syrian/BS standards and/or as approved approved by PEEGT/BHEL.

S up up p pll yi yi ng ng , f ab ab rrii ca ca titi n ng g an nd d in s stt al al lili ng ng i n t he he l in in e err s s,, g a as s s sa am mp p llii ng ng an nd d ga as s oa ap pa ac c it y measurement ports made measurement made from SS grade 316L 316L pipe pipe including including tthe he cost of all labour, materials, als, bolts and boltin bolting, g, asbestos asbestos gaskets gaskets,, cover pla ates tes & all other accessories, painting ng etc.all complete complete as per  EACH drawings, specifications, relevant Syrian/BS standards and /or as approved by PEEGT/BHEL. PEEGT/BHEL.

Preparin ng g detaile ed d fabrication fabrication draw drawings ings after after approval approval by the E Engineer ngineer,, providing providing,, fabricating fabricating an and d erecting, ng, at all levels SS Mini Shell at roof shell of grade A316L , etc. complete as per drawing and specifications.

811

812

813

814

815

816

817

818

819

820

In f ig ig u urr e es s

AMOU AMOUNT NT In w o orr d ds s

REMA REMARKS RKS

IN EUR O OS S

5

8

MT

18

MT Kg

1 65

SQM

25

Supplying "Fabricated Ready to Install" Install" spare expansion compensators alongwith bolster including the cost of  all labour, material and equipment, accessories, transporting, proper packaging (for several years of storage), and delivery to site store all complete as per drawings, specifications, relevant Syrian/BS standards and/or as approved by PEEGT/BHEL. PEEGT/BHEL.

SQM

12

Supplying Supplying and laying aying vermiculite vermiculite concrete concrete in th the e liner basin basin including ncluding the cost of all labour, ma material terial and equipment for handling, transporting, mixing, lifting, placing, curing, finishing of surface etc. complete as per  drawings and specifications

CU.M

5

Sq.M

1100

Provi Providin ding g and packi packin ng, g, a att all lev levels, els, loose  loose glass wool   insu insulation lation to a densit density y not less than 64 kg/m3 between the insulated minishells and brick liners at expan joints between the lining segments and wherever  as directed by the Engneer including the cost of all labour, material and equipment, filling, ramming, testing, etc. complete as per drawings and specifications.

CuM

40

Provi Providin ding g and pack packing ing,, at all level levels, s, loose  loose rock wool  insulation on to a density density not less than 100 kg/cu.m between the insulated minishells and brick liners at expanjoints between the lining segments and wherever as directed by the Engneer including the cost of all labour, material and equipment, filling, ramming, testing, etc. complete as per drawings and specifications.

CuM

40

SQM

2500

SQ.M

9500

SQ.M

1835

SQ.M

90

EACH

2

Preparing ng detailed fabrication cation drawings drawings and after approval approval by the Engineer, Engineer, provid ding, ing, fabricating cating and installing at all levels, stainless plates (including stainless steel screws and fasteners) of grade AISI 316Land lead sheets sheets beams and over the mild steel in tthe he platform be beam am bearing, flu flue e support supports s bearings bearings,, flue restraints brackets/ buffers etc. including the cost of all labour material & equipment, transporting, lifting to all heights, setting in place, cutting, grinding, drilling, welding of stainless steel using compatible & approved stainless stainless steel electro electrodes, des, testin ng g & machining flat and polishing ng the contact surfaces of stain stainless less steel, coa coati ting ng the the poli polish shed ed su surfa rfaces ces with t h si sili licon cone e grease grease,, etc. etc.,, com comple plete te as per per dr draw awin ings gs and specifications. (a) (b)

810

MT

RATE  

Stainless steel components Lead Sheets

   

Preparing ng detailed fabrication cation drawings drawings and after approval approval by the Engineer, Engineer, provid ding, ing, fabricating cating and installing expansion compensator joints including bolster in the flue liner including all labour, material and equipment transporting, hoisting, fixing in position, drilling, cutting, bolts and bolting, etc. along with the user  handbooks (giving details of installation, dismantling and maintainance procedures for the expansion joints), testing, etc complete as per drawings and specifications.

Providing Providing and installing, installing, at all levels,resin levels,resin bonded glass wool  insulatio  insulation n slabs of density not less than 64 kg/m3 with an installed thickness of not less than 100 mm, on the outside surface of steel flue liners,on the ou s e su urr a ce ce o r c ne err , o on n e ns e sur ac ce e o co on nc crr e e w n s e , n s e s u r a c ce e o co on nc crr e e minishells, under the cast iron caps and wherever as directed by the Engineer, in tw two o layers (each 50 mm thick) including the cost of all labour, material and equipment, transporting, lifting to all heights, etc., inclusive of plated or galvanised accessories such as pins/studs/anchors/wire netting, speed washers, tying wires, etc. welding of pins/studs to steel surfaces or embedding of pins/studs/anchors in concrete surfaces, fixing, cutting, cutting, lapping, binding, testing, etc. complete as per drawings and specifications.

Provi Providin ding g and pain paintin ting, g, at all lev levels, els, inside inside surface surface of chimney chimney shell, inside inside and outside outside surface surfaces s of  minishells, underside of roof slab and other concrete components/surfaces of the chimney as indicated in the drawings and wherever as directed by the Engineer, with acid and heat resisting black bituminous paint in as many number of coats (not less than four coats in any cas case) e) as required required to give a paint DFT DFT of not less than 150 microns including the cost of all labour, materials, equipment, surface preparation, primer and finish painting, protecting, cleaning etc. all complete as per drawings, specifications, relevant Syrian/BS standards and/or as ap proved by PEEGT/BHEL.

Provid ding ing and painting, painting, at all levels, levels, the ex external ternal sur surfaces faces of chimne chimney y shell and wherever wherever as directe directed d by the Engineer, with cement based paint in alternate bands of colours 'signal red' and 'pure/bright white including the cost of all labours, material and & equipment,surface preparation, primer and finish painting, protecting, cleaning etc. complete as per drawings and specification

Provid ding ing and painting, painting, at all levels, levels, the ex external ternal sur surfaces faces of chimne chimney y shell and wherever wherever as directe directed d by the Engin Engineer, eer, with acid and heat resistant polyurethane polyurethane paint in alternate bands of colours 'signal red' and 'pure/bright white including the cost of all labours, material and " & equipment surface preparation, primer and finish painting, protecting, cleaning etc. complete as per drawings ngs and specification

Proving Proving and laying laying ove overr the chimney roof, a compos composite ite acid and heat protection protection tr treatment eatment including ncluding provid providing ing of slopes for roof drainage including the cost of all labour, material and equipment, etc., complete as required for preparing the roof concrete, laying under bed of plain cement concrete screed to slopes, preparation of  screed surface for painting, painting the screed surface with black bituminous paint, applying bitumenmastic in layers, laying acid resisting(A/R) mortar bed and laying 75 mm thick acid resisting(A/R) bricks with A/R mortar, curing, pointing(with phenolic based A/R cement), protection and cleaning, finishing, etc., complete as per drawing and specifications.

Providing, ding, fitting& fitting& fixing, xing, outlet and overflow, overflow, cast iron iron roof drain heads (with th gratings) gratings) in chimney roof  roof  including sockets, adapters, brackets, hangers, supports, etc., casting-in and jointing to 150 mm nominal bore rainwater pipes, grouting, etc. including the cost of all labour material and equipement, transporting, lifting, setting in place, painting, etc. complete as per drawing and specifications.

 

 

BOQ - FINAL SL. NO

5 of 7

DESCR DESCRIP IPTIO TION N

UNIT

TOTAL QTY In f ig ig u urr e es s

821

In f ig ig u urr e es s

AMOU AMOUNT NT In w o orr d ds s

REMA REMARKS RKS

IN EUR O OS S

Providing, ding, fitting tting and fixing xing rainwat rainwater er pipes at all levels levels internally internally from the chimney chimney roof to ground level level upto the hood drain basin including shoes, bends, junctions junctions,, flanges,hoppers, flanges,hoppers, sockets, sockets, adaptors, adaptors, brackets, brackets, hangers, supports, anchor fasteners, spacers, pipe sleeve through shell, silicon or vulcanised butyl seaant, foam backing material, material, jointing, ng, socketing, grouting, caulking, primer and finis finish h paintin ng g etc. complete including the cost of all labour, material and equipment, complete as per drawing and specifications: a) 150 mm nominal bore cast iron pipes. b) 150 mm nominal bore medium class galvanised mild steel pipes.

822

   

Providing ding and installin installing g an electrically electrically operat operated ed grill type type steel roll-up do door or (with (with the bottom 0. 0.5 5 metres of th the e curtain in solid type) type) at chimney base, in opening of size 4 m by 5 m, with with all hardwa hardware re and mechanisms, fittings and fixtures, locking arrangements, frames, fasteners, gear handle arrangement for standby manual operatio on, n, all electric cal al accessories such as motors, control systems, cables, etc. including the cost of all labour, material and equipment, fixing in position, grouting primer and finish painting, testing, etc., complete as per drawing and specifications.

823

Providing Providing and installi nstalling ng at any level level and locatio location, n, mild ste steel, el, double plate, personnel personnel acces access s doors, in shell shell openings opening s of size 1.1m by 2.15m, complete with all fittings and fixtures, locking arrangeme arrangements, nts, frames, fasteners including the cost all labour, material and equipment, lifting to all heights, setting in place, grouting primer and finish painting, etc., complete as per drawing and specifications.

824

RM RM

50 200

EACH

1

EACH

4

EACH EACH EACH

2 2 2

Supply Supplying ing,, fabr fabrica icatin ting g and insta installin lling g mild ste steel el hatches hatches at va vario rious us locatio locations ns in the chimne chimney y syste system m complete with locking arrangeme arrangements, nts, fra frames, mes, in nsulati sulatio on, n, fittin ngs gs and fixtures and and all mechanisms mechanisms and accessories reqd. for proper operation including all labour, painting etc. complete as per drawings and specifications. a) Hood Access Hatch b) Equipment Hatch c) Liner Access Hatch

825

RATE  

 

Conducting load testing on girders for 1.25 times mes the full load, on ground , including ncluding provision of test bed and  jacks, dial gauges and other supplies com plete as per specification and dr awings and approval of engineer incharge.

 

Pair

6 SUB TOTAL A

PART B

RCC CHIMNEY ELECTRICAL WORKS

(Supply, installation and testing / commissioning of following items as per specification) E1

400V, 200A, 200A, 50 KA KA for 0.25 s sec, ec, 4 wirre e AC Distribution stribution B Board oard witth h 1No. in ncomer comer (SF (SFU) U) & 9 nos. nos. of 100A   (TPN) outgoing complete in all respects

E2

400V, 200A, 200A, 4 w wire ire AC E Emergency mergency L Lighti ightin ng g dis distribut tribution ion boar board d alongw alongwith ith 50K 50KVA VA lighting ghting transfor transformer mer (380/4 (380/400 00 V, Dyn11, Z=4%, ±2x2.5% off ckt. Tap) with 2 nos. of incomers with auto changeover facility using contactors and 6 nos. 100A SFU (TPN) outgoings complete in all respects.

No.

 

1

No.

 

1

E3

Normal AC lighting panel outdoor type with with degree of protection IP 55 with one no. 100A S SFU FU (TPN) (TPN) Incomer    , 18 outgoing (16A SP MCBs) complete in all respects

No.

 

2

E4

Emergency Emergency lighting lighting panel ou outdoor tdoor type type with with degree of prot protection ection IIP P 55 witth h One no. of 100A TPN/SF TPN/SFU U incomer and 12 outgoings (16A, SP MCBs) complete in all respects

No.

 

1

E5

Aviation lighting panel outdoor type witth h degree of protection IP 55 wit with h one no. 100A SF SFU U (TPN) Incomer , 8 outgoing 32A SFU (TPN), photodetector and timer circuit along with 100A contactor to control aviation lighting system.

No.

 

1

No.

 

4

No.

 

8

No.

 

4

No.

 

40

No.

 

20

No.

 

3

 

5

E6

Avia ation tion obstruction obstruction lights : a. LOW INTENSITY TYPE B AS PER ICAO, LED TYPE WITH 20 YEARS MAINTENANCE FREE LIFE,   including all accessories, controller etc complete in all respects. a. MEDIUM INTENSITY TYPE B AS PER ICAO, LED TYPE WITH 20 YEARS MAI MAINTENANCE NTENANCE FREE LIFE,   including all accessories, controller, flasher etc complete in all respects.

E7

Flood light ght with th 250W HPSV HPSV lamps witth h all cont control rol gears & access accessories ories etc etc complet complete e in all rrespects espects..

E8

(A)Well glass type luminarie es sw with ith 70W/HPSV 70W/HPSV lamp with with all control gears & acce accessori ssorie es s

E9

(B)Well glass type luminarie es sw with ith 150W/HPSV 150W/HPSV lamp with all control control gears gears & accessories accessories

E10

63Amp welding switch socket wit with h plug & other Mounting accessories etc complete in all respects

E11

3 pin, 1 ph, 240V,15 240V,15Amp. Amp. Industri Industria all Powe Powerr socketscomplete socketscomplete with with plug Switc Switches hes etc.

E12

Al conductor, conductor, PVC insulated, nsulated, Armoured, Armoured, , PVC outer outer sheath, F FRLS RLS type type 1100V gra grade de conforming ng to IS-1554 IS-1554 Part I.

 

 

2 welding sockets a. 3 C x95mm   Al for connection between ACDB/ELDB/ welding

E13

No.

RM

 

1800

2 incoming ming supply b. 3 Cx35mm Al for Lighting panel inco

 

RM

 

300

b. 3 Cx16mm2 Al for Lighting panel inco incoming ming supply

 

RM

 

200

2

RM

 

2000

b. 4.0 mm 2

RM

 

3000

RM

 

1500

RM

 

10

RM RM

   

100 500

No.

 

5

No.

 

5

RM RM

   

75 150

RM

 

150

RM

 

100

 

PVC insulated insulated 650/ 650/1100V 1100V grade st stranded randed Cu Condu Conductor ctor lighting lighting wir wires es conformin ng g to IS-69 IS-694/equi 4/equiv valent alent BS/ASTM/equivalent approved spec by BHEL/PEEGT BS/ASTM/equivalent BHEL/PEEGT for the following. a. 2.5 mm

E14

GI conduit 25mm dia with with jun junction ction boxes boxes,, pull boxes & accessories etc complete in all respects

E15

Lightning Lightning protect protection ion Air termin terminal al

E16

Electric cal al equ equipment ipment earthin ng g mat materials erials including ng down down conductors. conductors. (a) Below ground earthing system  (b) above ground earthing system

 

 

E17

Telephone socket with with junction junction b box ox etc etc complete as as per dra drawing wings s & specifica specification tion

E18

Telephone hand sets sets etc etc complete as per drawings ngs & specificati specificatio on n

E19

Telephone cables complete as p per er drawin drawings gs & specif specificati icatio on n (a) 24 pairs (b) 4 pairs

E20

 

   

 

GS cable trays. trays. C Cable able trays trays shall be of ladder ty type pe constructed constructed of minimum m um 2 mm thick mild steel steel hot dip galvanised.   600 mm wide     150 mm wide  

 

 

BOQ - FINAL SL. NO

DESCR DESCRIP IPTIO TION N

6 of 7 UNIT

TOTAL QTY In f ig ig u urr e es s

E21

Aviation Distribution B Board oard (ADB) with one 32A SFU SFU (TPN) incomer and 6 nos. SP 20A MCB. MCB. Construction is   same as Lighting Panel.

E22

SUPPLYING, NG, ERECTING ERECTING AND DE DESIGNING SIGNING RACK AND PINION TYPE S STACK TACK ELEVATOR ELEVATOR witth h total travel shall be of 125m(approx) with Approx 4 landings including ground floor. The Elevator with capacity as 400 kg shall include the major equipments as Drive Motor, Control Panel, Over Speed Governor, Limit Switches, Lum psum Cable Trolley, Buffers, Elevator Cab, Cab Door and enclosure/landing door etc.

No.

 

RATE   In f ig ig u urr e es s

AMOU AMOUNT NT In w o orr d ds s

REMA REMARKS RKS

IN EUR O OS S

1

1

SUB TOTAL B PART C 2300

STRUCTURAL STEEL WORKS STRUCTURAL STEEL WORKS WORKS INCLUDING COST OF ALL MATERIALS, MATERIALS, LABOUR AND EQUIPME EQUIPMENT NT FOR HANDLING, EXECUTING, TESTING, PERFORMING ALL ASSOCI ASSOCIATED ATED OPERATIONS ETC. COMPLETE AS PER DRAWINGS, DRAWINGS, SPECIFICATIONS SPECIFICATIONS,, MANUFA MANUFACTURER'S CTURER'S RECOMMENDATIONS, ENDATIONS, RELEVANT SYRIAN/BS STANDARDS AND/OR AS APPROVED BY PEEGT/BHEL UNLESS SPECIFIED OTHERWISE FOR THE FOLLOWING:

2301

Supply Supply,, fabricatio on, n, erectio erection, n, alignment, alignment, welding, bolt bolting ing (Bolt (Bolts s to be paid separately separately), ), primer painting painting including blast cleaning of steel structures to near white metal surface(Sa 2 1/2 ) and applying epoxy based high zinc phosphate primer in coats of minimum 25 micron (DFT) at shop and 25 micron (DFT) after erection. Paint & primer should be as per relevant Syrian/BS standards and as approved by PEEGT/BHEL. Structural steel should be mild steel   conforming to S275JR for Rolled sections sections,, plates upto 20mm thickness, thickne ss, S275J0 for plates above 20mm and S275J2 for plates used in Gantry girder as per BS EN10025/BS EN1002 5/BS 5950-2 or E250A for Rolled sections, sections, plates upto 20mm thickness, E250B for plates above 20mm and E250C for plates used in Gantry girde as per IS:2062 as approved by PEEGT/BHEL. PEEGT/BHEL. Structural steel works shall consist of structu structural ral steel with mild steel rolled section on / built up section / combination of  both, pipes conforming to relevant Syrian/BS standards, chequered plate conforming to relevant Syrian/BS standards standar ds and as approved by PEEGT/BHEL PEEGT/BHEL and mild steel rounds, at all elevations elevations in columns, beams, gantry girders, girders, bunkers, silos, hoppers, roof truss trusses, es, gratings, portals, laced purlins, space frames, shear  connectors, connector s, hangers, struts, struts, monorails monorails,, gallerie galleries, s, stiffeners, stiffeners, wall beams, sheeting runners, brackets, brackets, stub columns, bracings, bracings, cleats, trestles, base plates, splice plates, chequered plate flooring, flooring, decking and seal toeplates, MS Rungs, insert plates, edge angles, embedments, lugs, posts, stays, louvers, lacings, gusset plates, safety chains for walkways adjacent 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 of permanent bolt of grade C mild steel bolts & nuts to be paid separately under ST NO. 2306 (i)), assembly, edge preparation, preheating as per AWS & 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,  Access ladders, Working Platforms etc.), setting column bases, surface preparation protection against damage in transit, stability of structures, installation of temporary structures (Scaffolding, Access ladders, Working Platforms etc.), setting column bases, surface preparation by means of manual or mechanical power tools as per relevant relevant Syrian/BS an/BS standards standards and as approved approved by PEEGT/BHE PEEGT/BHEL, L, touch-up painting, painting, dismantling and removal of all temporary structures (weight of temporary structures not payable), return of  surplus / waste steel materials to store etc all complete complete with with all labour, material, material, electrodes and other consumables, equipment, equipment, testing (mechanical and non- destruct destructive), ive), preparation preparation of fabrica fabrication tion drawings, joint design calculations and all other general and special requirements as per specification, drawings and as approved by BHEL/PEEGT. Approval of fabrication drawings does not relieve the bidder  from the responsibility of its correctness and accuracy.

a) b)

2302

2303

2304

2305

2306

Fabrication cation of steel steel struc structures tures as deta detailed iled ab above ove including ncluding primer painting ng at shop.   Erection on , alignment, gnment, welding, welding, primer painti painting ng of structural structural stee steell works ( fabric cated ated unde underr item no no 2301 a) o orr other prefabricated material ) including receiving the fabricated material either from Project site or from any where at Project site, all welded field connections, bolting wherever applicable and fixtures wherever necessary as shown on drawings and as directed by the engineer, labour and material, for all heights as per the drawings issued from time to time at the time of execution.

Ext Extra ra over ST ST NO. 2301 2301 for provid ding ing and ap applicati plication on of two coats coats of  primer   primer consisting of chemical resistant epoxy resin and resin  and hardener (Minimum 1 Kg of primer mix shall be consumed for priming of 4 to 5 m2 area of surface) instead of primer coat of zinc phosphate based epoxy primer, including touch up painting as per relevant Syrian/BS standards and as approved by PEEGT/BHEL.

Provi Providin ding g & applica applicatio tion n of  epoxy  epoxy based colour finish paint paint in  in two coats with minimum 50 micron total thickness (DFT) of approved make and shade over steel sections already having primer coats (as per ST NO. 2301) at all elevations elevations to achieve an even shade with all materials, labour, equipment, handling handling including protection and cleaning, scaffolding etc. complete as per specification, drawings, as per relevant Syrian/BS standards and as approved by PEEGT/BHEL. (Total thickness (DFT) including primer shall not be less than 100 micron.)

Providing Providing & application application of  anti   anti corrosive synthetic enamel paint of Berger   Berger   or approved equivalent make and colour in two coats of minimum 50 micron total thickness (DFT) already having primer coats (as per ST NO. 2301) at all elevations to achieve an even shade with all materia materials, ls, labour, equipment, handling, including protection and cleaning, scoffolding etc. complete as per specification, drawings and instructions of  the Engineer as per relevant Syrian/BS standards and as approved by PEEGT/BHEL. (Total thickness (DFT) including primer shall not be less than 110 micron.)

Supply Supplying, ing, fab fabricati rication, on, transportat transportation, ion, ere erection ction and a alignment lignment of factory made hot dip galvanised dip galvanised gratings of gratings  of steel (having minimum galvanisation of 610 g/sqm) conforming to relevant Syrian/BS standards and as approved by PEEGT/BHEL at all elevations including preparation of design drawings and fabrication drawings in flooring, platforms, drain and trench covers, walk-ways, passages, staircases with edge binding strips and anti-skid nosing in treads, fixing clamps etc. complete with other fittings and fixtures including all taxes, duties, transportation, packing, grinding, drilling, bolting (supply of permanent grade `C' mild steel bolts and nuts to be paid separately under ST NO. 2309 (i), all welding, edge preparation, blast cleaning of steel surfaces to near white metal surface (Sa 2 1/2) followed by galvanisation complete as per specifications, drawings and instructions of the Engineer.

i) Supplyi Supplying ng and and fixing in p positi ositio on n of permanent mild permanent mild steel bolts (class bolts  (class 4.6 as per relevant Syrian/BS 5950-2 standards and as approved by PEEGT/BHEL) and nuts, washers etc. up to and inclusive of 39 mm diameter  and upto 300mm long for structural steel work complete as per specification, drawings and instructions of the Engineer. ii) Supply and fixing in positing of  high of  high strength friction grip structural bolts (of bolts  (of property class 8.8 and product grade `C' as per relevant Syrian/BS-5950-2 standards and as approved by PEEGT/BHEL) and high strength structural hardened and tempered nuts (of property class `8' as per relevant Syrian/BS standards and as approve approved d by PEEGT/BHE PEEGT/BHEL) L) with hardened and tempered washers washers as per relevan relevantt Syrian/B Syrian/BS S standards and as approved by PEEGT/BHEL up to and inclusive of 39 mm diameter and upto 300 mm long for structural steel work complete as per specification, drawings and instructions of the Engineer.

MT

8750

MT

8750

MT

8750

MT

7485

MT

1265

MT

126

KG

600

MT

19

 

 

BOQ - FINAL SL. NO

7 of 7

DESCR DESCRIP IPTIO TION N

UNIT

TOTAL QTY In f ig ig u urr e es s

2307   Dismantling of steel structur e at any elevation, lowering of material and carriage of the dismantled material up to field fabrication shop, or, return to projects 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, ons, ( weight weight of such adjacent members and temporarily temporarily dismantled dismant led members not payable) includin ng g scafolding, ng, staging, tools & tackles, gas cutting, welding, consumables, etc complete as per specification, drawings and as approved by PEEGT/BHEL.

MT

30

MT MT

6 11

MT

11

Kg

551

Nos Nos

11 2

RM

50

RM

28

RM

28

RM

28

SQM

110

RATE   In f ig ig u urr e es s

AMOU AMOUNT NT In w o orr d ds s

2308   Addition to, alterations in and/or modificti on on of  of "Erection Marks" either in erected position or in the shop including cutting of parts, gouging of welds, cutting, grinding, fabrication, welding, drilling holes, straightening, removal of bends, raising to the required level, painting, transportation, return of unutilised steel pieces to the project store, temporarily dismantling, cutting, re-welding, supporting and restoring to correct position of all the temporarily dismantled dismantled members, realignment of adjacent connected members, (weight of such temporarily dismantled and adjacent members not payable), complete as per specifications, drawings and as approved by PEEGT/BHEL. PEEGT/BHEL. i) ii ii))

In erected position In fabrica fabricatio tion n yard yard

   

2309   Re-erec Re-erection tion of dismantled dismantled fabricatied fabricatied structural steel   members requirin ng g additio ons, ns, modific cation, ation, (dismantling and additions to, alterations in and/or modification to be paid separately under ST NO. 2310 and 2311 respectively) including carriage of modified "Erection Marks" from the field fabrication shop to erection site, lifting to required posiion, aligning in position, tack welding, final welding and touch up painting including temporary dismantling and re-erection of temporarily dismantled members, cutting, rewelding, supporting and restoring to the correct position of all temporarily dismnatled members, re-alignment of adjacent connected members, (weight (weight of such temporarily dismant dismantled led members and adjacent membersnot membersnot payable payable)) including scafoldi scafolding, n g, sta stagin ging, g, too tools ls & tack tackles, les, gas cutt cutting ing,, weldin welding, g, cons consumab umables, les, etc comp complete lete as per the specifications, drawings and as approved by PEEGT/BHEL.

2310

2311

i) ii ii)) 2312 2312

2313 2313

2314 2314

2315 2315

2316 2316

Supply Supply,, fabrication on and delivery at site, site, transportati transportatio on, n, loadin loading/unloadi g/unloading ng of various sizes, sizes, seamless seamless  40 dia stainless steel hand railing stainless railing   of approv approved ed shape/design shape/design including including Stain nless less steel posts posts,, fixing as per  specification, labour and material complete. Providing Providing and fixin ng g in posit position ion   PTFE type sliding bearings  of reputed manufacturer, indiv individual idual bearing suitable for required vertical loads as per the construction drawings and for maximum displacement of (+or -) 50 mm including all taxes, duties, transportation, installation, drilling, bolting, erecting, aligning etc complete as per specification, drawing and instruction of the engineer  Verti Vertical cal Load of 20 Tons Verti Vertical cal Load of 50 Tons

   

Condu Conduct ctin ing g radiography test on test  on welds wherever specified by the engineer including provision of necessary equipments, measuring devices, equipments, devices, gauges, materia materials ls and labour as per specificati specifications ons complete (over and   above the work already specified in the specifications for item 2301).   Condu Conduct ctin ing g   ultasonic test on welds  welds   wherever specified by the engineer including provision of necessary equpmen s, measurng measurng evces, gauges gauges,, ma era s an a our as per spec ca ons comp comp e e ove overr an   above the work already specified in the specifications for item 2301).

Condu Conduct ctin ing g  magne  magnetic tic particle test on welds wherever welds  wherever specified specified by the enginee engineerr including ng provision sion of  necessary necessa ry equipments, measuring devices, gauges, materials and labour as per specifications cations complete   (over and above the work already specified in the specifications for item 2301).

Condu Conduct ctin ing g   dye penetration test on welds  wherever specified specified by the engineer engineer includin ng g provision sion of  necessary necessa ry equipments, measuring devices, gauges, materials and labour as per specifications cations complete   (over and above the work already specified in the specifications for item 2301).

Condu Conduct ctin ing g  ultasonic test on steel steel plate plates s  as per ASTM-A435 or equivalent 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 for item 2301).

SUB TOTAL C GROSS TOTAL (A+B+C) NOTE 1.0 Evaluation of bids shall be as per clause no. 1.4 of GCC.

IN EUR O OS S

REMA REMARKS RKS

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