ࡱ> b  !"#$%&'()*+,-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`acdefghijklmnopqrstuvwxyz{|}~Root Entry Fsk`JWorkbooktSummaryInformation(DocumentSummaryInformation8$ ɀ\p S K SINGH Ba==x;.8@"1RCalibri1RCalibri1RCalibri1RCalibri1RCalibri1RCalibri1RCalibri1hRCalibri1RCalibri1@RCalibri1@RArial1@RArial1@RArial1RArial1(R Arial Narrow1(R Arial Narrow1(R Arial Narrow1hRArial1RArial1(R Arial Narrow1(hR Arial Narrow1(R Arial Narrow1RArial1(R Arial Narrow1RArial1RCalibri1RCalibri1 RCalibri1RCalibri14RCalibri1 RCalibri1RCalibri1RCalibri1,8RCalibri18RCalibri18RCalibri1>RCalibri14RCalibri1<RCalibri1?RCalibri1h8RCambria1RCalibri1 RCalibri1@RCalibri12hRBookman Old Style3" "\ #,##0;" "\ \-#,##0=" "\ #,##0;[Red]" "\ \-#,##0?" "\ #,##0.00;" "\ \-#,##0.00I"" "\ #,##0.00;[Red]" "\ \-#,##0.00u*8_ " "\ * #,##0_ ;_ " "\ * \-#,##0_ ;_ " "\ * "-"_ ;_ @_ .))_ * #,##0_ ;_ * \-#,##0_ ;_ * "-"_ ;_ @_ ,@_ " "\ * #,##0.00_ ;_ " "\ * \-#,##0.00_ ;_ " "\ * "-"??_ ;_ @_ 6+1_ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ "$"#,##0_);\("$"#,##0\)!"$"#,##0_);[Red]\("$"#,##0\)""$"#,##0.00_);\("$"#,##0.00\)'""$"#,##0.00_);[Red]\("$"#,##0.00\)72_("$"* #,##0_);_("$"* \(#,##0\);_("$"* "-"_);_(@_).)_(* #,##0_);_(* \(#,##0\);_(* "-"_);_(@_)?:_("$"* #,##0.00_);_("$"* \(#,##0.00\);_("$"* "-"??_);_(@_)61_(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) 0.0_ 0_  0.00_  #,##0.00_ 0.0"Yes";"Yes";"No""True";"True";"False""On";"On";"Off"],[$ -2]\ #,##0.00_);[Red]\([$ -2]\ #,##0.00\)                                                                       ff      !  " P # P $  $ %   & ` '      (   ) * a> + X  X  |@ @   x@ @   @ @   @ @   H (x x@ @ 3 (x3 x@ @  x@ @  x@ @  |@ @  |@ @  x x@ @   x@ @  +x@ @  +|@ @  x@ @   h #x@ @  |@ @  (x  |@ @  +|@ @  X X x@ @  x@ @  *x@ @  *|@ @  x@ @   x@ @   x@ @   |@ @  x |@ @  |@ @  X x@ @ 3 (x3 x@ @  (X +x@ @  =x@ @  x@ @  (x@ @  +x@ @  +|@ @  (x |@ @  x@ @  x@ @  #x@ @  #|@ @  X  x@ @ 3  (x3 (X (x@ @  )x@ @  )x |@ @  +|@ @  #|@ @  +|@ @  | | +| #X x@ @  +x@ @  +x@ @  #x@ @  #X ,  ( x@ @  |@ @  x@ @   x@ @   x@ @   x@ @   x@ @     )x@ @ 3 +|@ @  )x@ @ 3 x@ @  |@ @  x@ @   )x@ @ 3 x@ @   |@ @ 3 |@ @ * x@ @   |@ @   |@ @   |@ @  |@ @  |@ @  #x #x #x  #x  *x , (@ @  ,#8@ @  ,#8@ @  |@ @ * -@ @  -@  - @  ||'-}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(}  00_)}(}  00_)}(}  00_)}(}  00_)}(}  00_)}(} 00_)}(} 00_)}A} 00_)ef[$ -}A} 00_)ef[$ -}A} 00_)ef[$ -}A} 00_)ef[$ -}A} 00_)ef[$ -}A} 00_)ef [$ -}A} 00_)L[$ -}A} 00_)L[$ -}A} 00_)L[$ -}A} 00_)L[$ -}A} 00_)L[$ -}A} 00_)L [$ -}A} 00_)23[$ -}A} 00_)23[$ -}A} 00_)23[$ -}A} 00_)23[$ -}A}  00_)23[$ -}A}! 00_)23 [$ -}A}" 00_)[$ -}A}# 00_)[$ -}A}$ 00_)[$ -}A}% 00_)[$ -}A}& 00_)[$ -}A}' 00_) [$ -}A}( 00_)[$ -}}) }00_)[$ -##0."\ * _ ;_ }}* 00_)[$ -???##0.???"\ * ???_ ;_ ???}-}/ 00_)}A}0 a00_)[$ -}A}1 00_)[$ -}A}2 00_)?[$ -}A}3 00_)23[$ -}-}4 00_)}}5 ??v00_)̙[$ -##0."\ * _ ;_ }A}6 }00_)[$ -}A}7 e00_)[$ -}x}800_)[$## "\ _ }}9 ???00_)[$???## ???"\  ???_ ;_ ???}-}; 00_)}U}< 00_)[$## }-}= 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_)}(} 00_) 20% - Accent1M 20% - Accent1 ef % 20% - Accent2M" 20% - Accent2 ef % 20% - Accent3M& 20% - Accent3 ef % 20% - Accent4M* 20% - Accent4 ef % 20% - Accent5M. 20% - Accent5 ef % 20% - Accent6M2 20% - Accent6  ef % 40% - Accent1M 40% - Accent1 L % 40% - Accent2M# 40% - Accent2 L湸 % 40% - Accent3M' 40% - Accent3 L % 40% - Accent4M+ 40% - Accent4 L % 40% - Accent5M/ 40% - Accent5 L % 40% - Accent6M3 40% - Accent6  Lմ % 60% - Accent1M 60% - Accent1 23 % 60% - Accent2M$ 60% - Accent2 23ٗ % 60% - Accent3M( 60% - Accent3 23֚ % 60% - Accent4M, 60% - Accent4 23 % 60% - Accent5M0 60% - Accent5 23 %! 60% - Accent6M4 60% - Accent6  23 % "Accent1AAccent1 O % #Accent2A!Accent2 PM % $Accent3A%Accent3 Y % %Accent4A)Accent4 d % &Accent5A-Accent5 K % 'Accent6A1Accent6  F %(Bad9Bad  %) Calculation Calculation  }% * Check Cell Check Cell  %????????? ???+ Comma,( Comma [0]-&Currency.. Currency [0]/Explanatory TextG5Explanatory Text % 0Good;Good  a%1 Heading 1G Heading 1 I}%O2 Heading 2G Heading 2 I}%?3 Heading 3G Heading 3 I}%234 Heading 49 Heading 4 I}% 5InputuInput ̙ ??v% 6 Linked CellK Linked Cell }% 7NeutralANeutral  e%.Normal  8Noteb Note   9OutputwOutput  ???%????????? ???:$Percent ;Title1Title I}% <TotalMTotal %OO= Warning Text? Warning Text %XTableStyleMedium9PivotStyleLight16`0 FINANCIAL BID[  ; g UnitSl. No.Item DescriptionQty. Rate/ UnitAmount (In Rs.) FINANCIAL BID SHEETName of the Work:-Estimated Cost Earnest MoneyCost of B.O.Q.Time of completionEstimated costName of the BidderAddress of the BidderyI/we offer in Figures& & . in words& & & & & & & % (Percentage) High / Less/Estimated rate are mentioned in the Bill of quantity.IN FIG.IN WORDS"E-tendering fee (Non Refundable Rs. 1,124 = 00Date/Time for obtaining BOQ (Only on www.eproc.bihar.gov.in) 4 Months\Last date/ time for submission of complete tender Document (Only on www.eproc.bihar.gov.in)UDate / Place of opening of tender (Technical bid only on www.eproc.bihar.gov.in ) MDate / place of opening of tender (Price bid only on www.eproc.bihar.gov.in Rs. :-8Development of  A Type Quarters Campus at IGIMS, Patna. Rs.10,000 =00CConstruction of septic Tank (7.5.0mx3.30mx1.50m Liquid Depth) 3Nos.4Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soilSqmSupplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.CumProviding and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing andreinforcementAll work putoplinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stoneaggregate 20 mm nominal size)~Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand )JExtra for Brick work in superstructure above plinth level upto floor V cumuReinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completea5 Thermo-Mechanically Treated bars TMTC-500- 12mm dia.Kg.b4 Thermo-Mechanically Treated bars TMTC-500- 8mm dia.Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roots, landings, balcnies and access platform.Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square barNos.WCement plaster in course sand 12 mm cement plaster of mix 1:3 (1 cement:3 coarse sand)WCement plaster in course sand 15 mm cement plaster of mix 1:3 (1 cement:3 coarse sand)VCement plaster in course sand 20 mm cement plaster of mix 1:3 (1 cement:3 coarse sand)Neat cement punningSqm.Extra for providing and mixing water proofing material in proportion recommended by the manufacturers12 mm cement plaster 1:3(1 cement :3 sand)!Carrage of the following materialiLocal Sand / Earth soil (3 Km)iiSone Sand (45 km from Koelwar)iii.Stone Aggregate ,(156 Km From Domchch, KodermaivBricks (7P+ 1K)%ovDifference of Cost of Bricks%Difference of Cost of CementtonnFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering leadProviding and fixing on wall face unplastidsed-PVC(working pressure 6 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.Rmt.kProviding and fixing on wall face unplastidsed-PVC(working pressure 6 kgf per sqm) Fittings Tee 150x150x150eahdProviding and fixing soil, waste and vent pipes :100 mm dia.Sand cast iron S&S pipe as per IS: 1729.metreK Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.Sub- Total ( A) ( Rs.)Construction of Sewer line:-3Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m .including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All Kinds of soilFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering leadProviding and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 250 mm dia. R.C.C. pipe300 mm dia. R.C.C. pipe450 mm dia. R.C.C. pipe600 mm dia. R.C.C. pipeConstructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5each5Extra for depth beyond 45 cm of brick masonry chamber_For 500x700 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5fConstructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design )Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5-Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each%Extra Depth for depth for manhole . ZSize 90x80 cm. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5ZSize 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5#Extra cost for carriage of MaterialClearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of< girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.sqm.Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required15 mm nominal bore.Each20 mm nominal bore.rProviding and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.mSub- Total (B) ( Rs.)Q Estimate for New boundary wall & Gate in "A" Type Quarters at IGIMS , Patna.Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,mReinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).hReinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)GExtra for Brick work in superstructure above plinth level upto floor V vReinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.4Thermo-Mechanically Treated bars TMTC-500- 10mm dia.4Thermo-Mechanically Treated bars TMTC-500- 12mm dia.c.Mild steel 6.0 mm diaCentring and shuttering including strutting,propping etc. and removal of form for.Foundations, footings, bases of columns etc. for mass concreteCentring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and StrutsWCement plaster in course sand 12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand) Cement plaster in course sand 15 mm cement plaster on rough side of single or half brick wall of mix. 1:3 (1 cement :3 coarse sand)cApplying one coat of cement primer of approved brand and manufacture on wall surface: Cement primerFinishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) Applying priming coat With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel worksPainting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc.all complete Fixed to steel windows by welding fixed to openings/wooden frames with rawl plugs screws etcABCDwDemolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plats, bolts, nuts, cutting hvets, welding etc. including dismem bering and stacking within 50 metres lead.Sub- Total ( C)( Rs.)MConstruction of P.C.C. Road and culvert for 'A' Type Quarter at IGIMS, PatnaProviding designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, sqm 272.20zDismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres/Dismantling Brick / Tile work in Cement mortarcum;Prestressed / Reinforced cement concrete grade M-20 & aboveDry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, deboning strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20 Case I Using concrete mixerCentring and shuttering including strutting,propping etc. and removal of form for. 5.14.1 Foundations, footings, bases of columns etc. for mass concrete.WCement plaster in course sand 20 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand)Neat Cement PunningReinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars TMTC-500- 12mm dia.ESub- Total ( D)( Rs.)fRenovation of Toilet and Bath ( Replacement of 60 nos. W.C Pan And flooring With Neat Cement Punning)Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres leadDismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres leadDismantling G.I. pipes including excavation and refilling trenches after taking out the pipes , breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes , lead at site within 50 metres lead.Upto 150 mm diameterMetreDismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead.Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)Providing and fixing water closet squatting pan (Indian type W.C. pan< ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.Cement plaster in course sand 12 mm cement plaster of mix: 1:3 (1 cement:3 coarse sand) +Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand).Neat cement punning.7Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead.With cement mortar 1:4(1 cement:4 coarse sand)cProviding and fixing PTMT grating of approved quality and colour.Circular type. 100 mm nominal dia.wProviding and fixing PTMT grating of approved quality and colour.Circular type125 mm nominal dia with 25 mm waste hole.Half brick masonry with bricks of class designation 100A in foundations and plinth in : Cement mortar 1:3 (1 cement: 3 coarse sand)Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats)Sub- Total ( E)( Rs.)Water Supply for all unitsgProviding and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore.oProviding and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal borerProviding and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :25 mm nominal borexCutting holes up to 30x30 cm in walls including making good thesame: With common burnt clay F.P.S. (non modular) bricks.25 mm dia. nominal bore20 mm dia. nominal bore15 mm dia. nominal bore32 mm dia. nominal boreSub- Total ( F)( Rs.)Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 75 mm mm dia PVC Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.Single pushfit coupler110 mm dia PVCSingle tee with door75 x 75x 75 mm dia PVC 110 x 110x 110 mm dia PVCSingle tee without door Band 87.575 mm dia PVC Shoe plain 110 mm shoe7Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc completeSub- Total ( G)( Rs.)'Grand Total Amount (A+B+C+D+E+F+G)= Rs.It will be announnced after technical evaluation. only through www.eproc.bihar.gov.in and on Institute web site www.igims.org -PERMISSIBLE LIMIT UP TO 15% ("HIGH" OR "LOW")(A)Sl. No.ITEMS DESCRIPTIONUNITQTY. Amount ( Rs.)(B)(C)]Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap) 300 MM DIA(D)YBoring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap) 300 MM(E) Deduction in above Item if Flush is not installed. Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.3(F)(G)NSanitation work Toilet and Kitchen waste of all units provision of UPVC pipe.110 mm mm dia PVC Say=Rate 'Director, IGIMS, Sheikhpura, Patna - 14 BILL OF QUANTITY Rs. 62,61,728=00Rs.1,25,235 =00$15-02-2015 to10-03-2015 till 3.00 PM10-03-2015 at 3.30 PM;12/03/2015 at 3.30 PM in Conference Hall of IGIMS, Patna F(Tender Notice No.62 (C)/E-Tender/2014-15> l?? gB}E4H K/ L BMXORDXZ^Aa3 fh k ip[`xRD{6~)]+ zH X Z(cc ɀ ,}  dMbP?_*+%h Page &P of &N&Q?' BP(?(jZ?)\.?M RICOH MP 2001L  dA42222222 I C5ALF  d <None>ArialH-22222222:\windows\system32\spool\drivers\x64\3\RK5Lay.gdi:\windows\system32\spool\drivers\x64\3\RK5Cvr.gdi:\windows\system32\spool\drivers\x64\3\RK5Tal.gdiBCb@t@6CCJ@~@:\windows\TEMP\RK5Lay.gdiC:\windows\TEMP\RK5Lay.gdiRK5" <i4F?M&d2?&l2U} m D} $WD} }  } } I} $ Dv>>>?????? ? ? ? ? *hGMEE8EEEEEhEhEE8ESSShS8S       ~ ?    ~ @    ~ @    ~ @   ~ @    ~ @     ~ @     ~ @     ~ "@            F  H I J K L ~ N? O P!Qm@Q @!@, DD~ N@ O P!Q4@Qh@3333s8@+ LL~ N@ O" P!Q1Zd@~ QYHA_Lti@~ N@ O# P!Q D@QaAffffA~ N@ O$ P!Q+@QX@p=  A~ N@ O% P!Q@Q8@~j@~ N@ O&P~ QQ N' O( P)QAQ @l/A N* O+ P)~ Q@QR@"8@~ N @ O, P~ QO@Q9q@-@~ N"@ O- P.QK@Q8q@@~ R$@ O/ PQ@Q@$@~ R&@ O0 PQ@Q0`@@~ R(@ O1 P~ Q8@Qfffffc@ffff&~@~ R*@ O2 T3Q!@Q̥@5^Iй@~ R,@ O4 T3Q@Q@@D l"""LLLLBLLLLLT.Texi___]_ii___i_ h!hV"hV#hV$hY%hZ&h'8E(8E)E*E+hc,f-h.j/j08j18j2hj3hj4hj5 j6j7hj8j9@ j:j;j<hj=j>j?V~ N.@ 5~   !N} !U7 !P!!QQ%@! Q%@~ !Q@!( 0]@  "N~ "U9 "P!"QQB@"Qfffff@"I  @! #N #U; #P!)#QQkD@#9E@(\?~ #Q!tA#ZB>@" $N $W= $X>$Q.@Q}@$ @# %N %U@ %XA%Q̌8@%D$%Q@%z@$ &[ &\B &]C&^ @^@&e;OM@%~ 'N0@ 'OD 'P!~ 'Q@'QP@' r@&~ (N1@ (OE (PF(Q2@QA @(@'~ )N2@ )OG )PH)Q"@QA@)gfff\@(~ *N3@ *_I *PJ*Q"@QE@*Y @)~ +`4@ +OK +aJ+b@b@+43333ڷ@* ,de ,L ,#,V-1W0A %+- -g -M-~ .N? .iN .P!.Q@Q @!.ʡE*A+ D.D.~ /N@ /iO /k!~ /Q@o@/QP@/6@L//K LL~ 0N@ 0iP 0P!0Qz@QYHA0p= /@//~ 1N@ 1iQ 1PQQ10/2N 2iR 2PF2Q= ףpӂ@~ 2Q@2t+A1/3N 3iS 3PF3Q= ףpb@~ 3Q!@3l;@2/4N 4iT 4PF4Q@Q8@4I!A3/~ 5N@ 5iU 5PQQ54/~ 6N@ 6iV 6PW6QT@Qұ@6FA5/~ 7N@ 7iX 7PQQ76/8N 8iY 8PF8Q@@QAnA8fffffn@7/~ 9N @ 9iZ 9PQQ98/ :N' :i[ :PW:Q8@QD$A:YuA9/ ;N* ;i\ ;PW;Q @Qk^;3333sP@:/~ <N"@ <i] <PQQ<;/ =N' =i^ =PF=Q@Q@=Y6@</ >N* >i_ >PF>Q@Q A>Q=@=/~ ?N$@ ?l ?P?Qx@Qh@?/DGlIzm_z_i____Q.e_Kee[K_K[K__K__@hqAhVBhVChVDhYE8YF8wGhwHhwIwJhwKhwLfMyNHzO8zPpzQzRzSzTzUhzVhzWhzXzYzZz[8z\z]z^z_z~ @m&@ @n` @opp@?/ AN6 AU7 AP!AQx@AD?~ AQ@AzGA@/ BN8 BU9 BP!~ BQ@BQfffff@BZD@A/ CN: CU; CP!CQ@Q!tAC>yX5o@B/ Dr< DW= DX>DX(\2K@D{~ DX}@DO@C/~ Er(@ EWa EXbEX@Xw@E)\͈@D/~ Fs*@ Ftc FuvvFE/Gs Gtd GueGv4@v@G@F/Hs Htf Hue~ Hv4@Hvfffffp@H@G/~ Is,@ Itg IuvvIH/Js Jtd JuhJvY@vL@JL@I/Ks Ktf KuhKvI@v>@K>@J/ Lde Li L#LY8BA. %.K Mx Mj M!M K DMDM~ NN? Ni NPFNQD@Q!@!N@h DNDN~ ON@ Oik OPOQw@Q:@On>@NOOg LL~ PN@ Pil PP!PQ g@Q@P43333H@OO~ QN@ Qim QP!~ QQ`k@QQT@QˡE@PO~ RN@ Ri$ RP!RQPy@QX@RL@QO~ SN@ Sin SP!SQPy@Q8@SQ@RO~ TN@ Tio TPQQTSO UN' Uip UP)UQ(\rb@UQfffffFR@UC @TO VN* Viq VP)VQ@@Q @V)\µ5@UO WNr Wis WP)~ WQs@WQQ@W+λ@VO~ XN @ Xit XPXQ@QG@XV-@WO~ YN"@ Yiu YPYQ@9@Q@Y @XO~ ZN$@ Ziv ZPZQ@Q@ZK4@YO~ [N&@ [iw [P[QP@Q0`@[c@ZO~ \N(@ \ix \P\Q@Qt@\Pnޓ@[O~ ]N*@ ]iy ]P]Q@Q@N@]Qx#@\O~ ^N,@ ^iz ^P^Q@Q@^(\i@]O~ _N.@ _i{ _P_Q@Q@_(\5@^ODilKvi_x_K[eK[[QQex_i__Km_i_______`8zahVbhYchZdhVehVf8zgzhfiyjzkVl8VmVnVohVphVq@ Zr8VsYt8Yu8Vvzwzxhzy8zzHz{8j|hj}h}~hYhZ~ `N0@ `i| `P)`Q@Q@`a@_O~ aN1@ a{` aPQQa`O br} bW= bX>bX?X}@bV@aO cr~ cU@ cX>~ cX?cX@cgffff@bO dN dU9 dP!~ dQ@dQfffff@d333330@cO eN eU; eP!eQ @Q!tAe ףpɵ@dO~ fN2@ fi fP!fQ0g@Q@f&1~@eO~ gN3@ gi gP)gQ@Q^@g@fO hde h h#hl( AM %Ng ix ii~ j`? jO jP!jQL@Q @!jl~@g DjDj~ kN@ kl kP!kQ|@Qh@kgfffn@jkk LL~ lN@ ll lPlQ,@Q:@l@kk~ mN@ ml mPmQk@Q@m@@lk~ nN@ nl nPQQnmkoN ol oPoQ|@Q`p@oQʒ@nk~ pN@ pl pPpQ s@QP@p33333]@ok~ qr@ qU qXqX@@Xx@q@pk~ rN @ rl rP!rQj@QAraF@qk~ sr"@ sW sXsXiR@~ sX@s4333Ark~ tr$@ tW tXtXjt@~ tX@tL7A @sk~ uN&@ ul uPuQz@QG@u~j;@tk~ vN(@ vi$ vP!vQ@QX@vp= W@uk~ wN*@ wi wP~ wQ@wQfffffc@wʡE@vk~ xN,@ xi xPxQ@Q̥@xU-@wk~ yN.@ yi yP))yQ(\c~@yQ\~@)\(?~ yQ @yt @xk~ zN0@ zi zPFzQ@Q!@z33333u@yk~ {N1@ {iQ {PQQ{zk|N |iT |PF|Q.@Q8@|@{k~ }_2@ }|` }PQQ}|k ~r} ~W= ~X>~XCl;?@z~ ~X}@~ @k r~ U@ X>XCl;?@D~X@{V@kDsl_K_ii___Q.ex__K[___ii__i__K[KxhVhVhVfy8j8jj8j8j8jjpww8jhjjjjjjhEhVhVhYhZhZfhjjj N U; P!Qn@Q!tAgDio(VA~k N U9 P!~ Q0@Qfffff@S%/@k N ~7 P!Q|@Q@x $(N@k de  #J31A} %j x ~ N? O P@ֵ@!\(@ DD~ N@ O PWT@?@@ LL~ N@ O Pi@@@~ N@ O P~@@0@~ N@ O P!4@AF@@~ N@ O P!@@Mb(@~ N@ O P!~@YHA= ףp'@~ N @ t uevN@vцA`;A~ N"@ t uWvN@!~ N$@ O Pi@4@4@~ N&@ O Pu@̥@@~ N(@ O Pi@Q@Q@~ N*@ O PWN@@t@~ N,@ O PWd@$@P@~ N.@ i P) 0@3333330@333333?@zg@~ N0@ O Pd@@@~ N1@ O5 P N6 U9 P!~ 9@fffff@@ N8 U; P!@!tA{Ga@ r: W= X>?}@}@ r< U@ X>~ ?@@ r? UB XC@@@ de  #'1,xA %@ g ~ N? O PWQT@Q@!@ DD~ N@ O PWQd@Q$@P@ LL~ N@ O PWQn@Q@@DSl_i_Q.ex_____________Ki__i_Q.exjjjjhjhjhjhj8jhjhjhjhjfywhwhw8whwhwhwhwhwhwhwhwhwhwhwhwhw~ N@ O PWQ.@Q@-@~ N@ O PWQ.@Q@i@~ N@ O PWQn@Q@@~ @ Og PQQ O PQt@Qc@@ O PQI@Q>@>@ O PQ{@QL@@ O P~ Qb@Q t@@{@~ @ Oc PQQ O PWQd@Q@@ O PW~ Q>@Qfffffp@d@ O PWQ4@Qq@@ O P~ Q$@QIt@\@ de  #XA %@@ x ~ s? tus t uFd@@!@ DDs t uF%@~ @ A LL~ @ t u t u t uWT@@P@ t u t uWY@K@K@ t uW~ n@fffffs@@ t u t uWd@@@ t uWn@p@@ t u t uWY@ ]@@ t uWn@@[@ t u t uW!N@ ~ A@4333p@Dy l___K[[[eK[e[eQ..aKG[G[eG[[G[[Gpwhwhwf >> Zhh~ s@ t us t ud@f@@s t u@@@@ de  #0"A %@@  ?WA)D,DLDhDDDD !WA DA ~ @?   AAWA~D~ @@   AB~ @@   AB~ @@   AC@ B   "K[[QkE"WBBB**>@Fd 0        LLMMhhii,,--L Attention ! Kindly, Enter Rate in Words. T Attention !% Kindly, Enter Address of the Bidder.Q Attention !" Kindly, Enter Name of the Bidder.O Attention!! Kindly Enter Numeric Value only.ggD  Oh+'0HP`p SunilUSERMicrosoft Excel@