VOLUME–IIIengineeringprojects.com/Tender/UploadFiles/3680_Vol-III.pdf · A.2 Non-Schedule Items DEVELOPMENT PART (B) B.1 DSR Items with 28% CI B.2 Non-Schedule Items Income Tax

ANISO9001&14001COMPANY

TENDER DOCUMENT

TENDER No: NERO/CON/ASR/SRIKONA/345 dated 05.02.2019

FOR

TENDER FOR CONSTRUCTION OF HOSPITAL BUILDING WITHDEVELOPMENT WORKS FOR ASSAM RIFLES AT SRIKONA(ASSAM)

VOLUME–III

PRICE BID/BILL OF QUANTITY

1 2 3 4 5 6 7 8 (4+5+6+7)

BUILDING PART (A)A.1 DSR Items with 28% CIA.2 Non-Schedule Items

DEVELOPMENT PART (B)B.1 DSR Items with 28% CIB.2 Non-Schedule Items

Income Tax is not be mentioned in column No. 6 of other Taxes.

Other Taxes(Rs)

Labour Cess(Rs)

Total (To Match withColumn 3)

(Rs)

TOTAL

ENGINEERING PROJECTS (INDIA) LTD.(A Govt. of India Enterprise)

NERO, Guwahati-781022

NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENT WORKS FOR AR BN. AT SRIKONA (ASSAM)

ANNEXURE-AA

Sl. No. ITEM DESCRIPTION

Amount After addingpercentage

above/below/At par(Rs)

Base Cost(Rs)

GST(Rs)

In figures In words In figures

BUILDING PART (A)A.1 DSR Items with 28% CI 1,74,48,970.06A.2 Non-Schedule Items 6,53,225.00

DEVELOPMENT PART (B)B.1 DSR Items with 28% CI 56,62,376.38B.2 Non-Schedule Items 4,82,532.75

2,42,47,104.19Say, 2,42,47,104.00

% Above/Below/At par

TOTAL

The Quoted cost shall be inclusive of All Taxes, cess & GST. Bidder should fill up Annexure-AA clearly indicating Cost and levies (GST,other Taxes& Cess)

ENGINEERING PROJECTS (INDIA) LTD.(A Govt. of India Enterprise)NERO, Guwahati-781022

NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENT WORKS FOR ARBN. AT SRIKONA (ASSAM)

PRICE BID

Sl. No. ITEM DESCRIPTION Estimated Cost

BIDDER'S PRICE AMOUNT Afteradding percentage

above or below or atPar

SUMMARY OF PRICES

SL. NO. SECTION DSR AMOUNT Non-ScheduleAmount

BUILDING PART (A)a) Building (Annexure-I) 1,26,83,801.41 1,42,080.00

b) Internal Sanitary and fittings (Annexure-II)

i) Sanitary Instalation 2,04,151.65 0.00

ii) Internal Water supply 2,35,809.95 0.00

iii) Internal Drainage 2,02,717.85 3,80,745.00

c) Internal Electrification (Annexure-III) 3,05,527.00 1,30,400.001,36,32,007.86 6,53,225.00

DEVELOPMENT PART (B)a) Earth work excavation (Annexure - I) 7,02,660.00 0.00

b) Septic Tank & Soak Pit (Annexure - II) 1,99,802.83 0.00

c) Approch Path & Hard standing (Annexure-III) 9,03,036.25 1,56,597.75

d) Earth Work & Retaning Wall (Annexure-IV) 11,26,645.50 0.00

e) External Water Supply (Annexure-V) 13,97,286.05 0.00

f) External Electrification (Annexure-VI) 94,300.92 3,25,935.0044,23,731.55 4,82,532.75

ENGINEERING PROJECTS (INDIA) LTD.(A Govt. of India Enterprise)NERO, Guwahati-781022

PRICE BID-CUM- BILL OF QUANTITIES


(Annexure-I)

S.No Description Unit Qty. Rate

( Rs ) Amount (Rs.)

SUB HEAD - I EARTH WORK

1

Earthwork in excavation in foundationtrenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan) including dressing ofsides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil anddisposal of surplus excavated soil

cum 671.85 130.80 87,878.37

All kinds of soil

2

Filling available excavated earth (excludingrock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20 cm in wateriing,lead upto to 50m and lift upto 1.5m

cum 246.00 83.80 20,614.80

3Supplying and filling in plinth with sand underfloors including, watering, rammingconsolidating and dressing complete.

cum 30.75 749.30 23,040.98

4

Clearing jungle including uprooting of rankvegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at aheight of 1 m above ground leveland removalof rubbish upto a distance of 50 m outside theperiphery of the area cleared.

100sqm 820.00 482.00 3,95,240.00

5

Supplying chemical emulsion in sealedcontainers including delivery as specified.Chlorpyriphos/Lindane emulsifiableconcentrate of 20%

Litre 410.00 185.95 76,239.50

6

Diluting and injecting chemical emulsion forPOST-CONSTRUCTIONAL anti-termitetreatment (excluding the cost of chemicalemulsion): Along external wall where theapron is not provided using chemical emulsion@ 7.5 liters / sqm of the vertical surface of thesubstructure to a depth of 300 mm includingexcavation channel along the wall & roddingetc. complete:With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

metre 152.50 11.80 1,799.50

ENGINEERING PROJECTS (INDIA) LIMITED(A GOVERNMENT OF INDIA ENTERPRISE)


A. CIVIL WORKS

NERO,Guwahati


( Rs ) Amount (Rs.)

7

Diluting and injecting chemical emulsion forPOST-CONSTRUCTIONAL anti-termitetreatment (excluding the cost of chemicalemulsion):Treatment of soil under existing floors usingchemical emulsion @ one liter per hole, 300mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1 :2 (1cement : 2 Coarse sand) to match the existingfloor:With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

sqm 410.00 88.25 36,182.50

SUB HEAD - II CONCRETE WORK

1

Providing and laying in position cementconcrete of specified grade excluding the costof centring and shuttering - All work upto plinthlevel

1:3:6 (1 Cement : 3 coarse sand : 6 gradedstone aggregate 40 mm nominal size) cum 100.46 3,888.20 3,90,612.95

2

Providing and laying cement concrete inretaining walls, return walls,walls (anythickness) including attached pilasters,columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks,plain window sills, fillets etc. up to floor fivelevel, excluding the cost of centering,shuttering and finishing :

1:2:4 (1 Cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) cum 1.81 5,272.40 9,560.18

3

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1cement : 2 coarse sand(zone -III) : 4 gradedstone aggregate 12.5 mm nominal size)

sqm 34.16 207.55 7,088.87

4

Applying a coat of residual petroleum bitumenof penetration VG 10 of approved quality using1.7 kg per square metre on damp proof courseafter cleaning the surface with brushes andfinally with a piece of cloth lightly soaked inkerosene oil.

sqm 34.16 96.65 3,301.08


( Rs ) Amount (Rs.)

5

Making plinth protection 50mm thick ofcement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mmnominal size) over 75mm bed of dry brickballast 40mm nominal size well rammed andconsolidated and grouted with fine sandincluding finishing the top smooth.

sqm 93.75 338.75 31,757.81

SUB HEAD - III RCC WORK

1

Providing and laying in position machinebatched and machine mixed design mix M-25grade cement concrete for reinforced cementconcrete work, using cement content as perapproved design mix, including pumping ofconcrete to site of laying but excluding the costof centering, shuttering, finishing andreinforcement, including admixtures inrecommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improveworkability without impairing strength anddurability as per direction of Engineer-in-charge.

All work upto plinth level cum 165.93 5,242.15 8,69,812.26All work plinth level upto ROOF level cum 204.01 5,781.50 11,79,510.11

2Add for using extra cement in items of designmix over and above the specified cementcontent therein

quintal 100.00 589.8 58,980.00

3Centring and shuttering including strutting,propping etc. and removal of formfor:removal of form for:

a Foundations,footings,bases of columnsincluding beams etc. for mass concrete sqm 242.08 166.90 40,403.15

bWalls ( any thickness) including attachedpilasters, butteresses, plinth and stringcourses etc.

sqm 50.00 378.60 18,930.00

c Suspended floors, roofs, landings, balconiesand access platform sqm 704.45 311.20 2,19,224.84

d Shelves ( Cast in situ) sqm 13.68 311.20 4,257.22

e Lintels, beams, plinth beams, girders,bressumers and cantilevers sqm 1,161.61 262.35 3,04,748.08

f Columns, pillars, piers, abutments, posts andstruts sqm 552.82 365.60 2,02,110.99

g Stairs,(excluding landings) except spiral-staircasess. sqm 35.71 326.30 11,650.61


( Rs ) Amount (Rs.)

h Weather shade,chajjas,corbels etc inc sqm 9.02 411.10 3,706.07

4

Providing, hoisting and fixing upto floor fivelevel precast reinforced cement concrete inlintels, beams and bressumers includingsetting in cement mortar 1:3 (1 cement : 3coarse sand), cost of required centering andshuttering and finishing smooth with 6 mmthick cement plaster 1:3 (1 cement: 3 finesand) on exposed surfaces but excluding thecost of reinforcement with 1:2:4 (1 cement: 2coarse sand : 4 graded stone aggregate 20mm nominal size).

cum 3.00 6,754.00 20,262.00

5

Steel Reinforcement for R.C.C work includingstraightening, cutting, bending, placing inposition and binding all complete upto plinthlevel

Thermo-Mechanically Treated bars of gradeFe 500 D or more Kg 15,701.21 62.25 9,77,400.32

6

steel Reinforcement for R.C.C work includingstraightening, cutting, bending, placing inposition and binding all complete above plinthlevelThermo-Mechanically Treated bars of gradeFe 500 D or more Kg 42,530.5 62.25 26,47,524.40

7

Providing precast cement concrete Jali 1:2:4(1 cement: 2 coarse sand : 4 graded stoneaggregate 6mm nominal size) reinforced with1.6 mm dia mild steel wire including centeringand shuttering, roughening cleaning, fixingand finishing in cement mortar 1:3 (1 cement:3 fine sand) etc. complete excluding plasteringof the jambs, sills and soffits.

50 mm thick sqm 59.55 598.15 35,619.83

11Add or deduct for plaster drip course/ groovein plastered surface or moulding to R.C.C.projections.

metre 181.30 22.25 4,033.93

SUB HEAD -IV BRICKWORK

1Brick work with common burnt clay FPS ( nonmodular ) bricks of class designation 75 infoundation and plinth in:Cement mortar 1:4( 1 cement : 4 coarse sand) cum 64.10 3,508.25 2,24,878.83


( Rs ) Amount (Rs.)

2

Brick work with common burnt clay FPS ( nonmodular ) bricks of class designation 75 inSuperstructure above plinth upto floor V levelin all shapes and sizes in cement mortar 1:6(1 cement : 6 coarse sand)

Cement mortar 1:6( 1 cement : 6 coarse sand) cum 231.57 3,876.15 8,97,607.47

3

Half brick masonry with common burnt clayFPS ( non modular ) bricks of classdesignation 7.5 in Superstructure above plinthupto floor V level

Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 537.20 476.85 2,56,164.12

4Extra for providing and placing in position 2Nos. 6mm dia MS bars at every 3rd course ofhalf brick masonry

sqm 537.20 63.20 33,951.08

SUB HEAD -V MARBLE & GRANITEWORKS

1

Providing and fixing 18 mm thick gang sawcut, mirror polished, premoulded andprepolished, machine cut for kitchenplatforms, vanity counters, window sills , faciasand similar locations of required size,approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 (1cement : 4 coarse sand), joints treated withwhite cement, mixed with matching pigment,epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give highgloss finish etc. complete at all levels.

Raj Nagar Plain white marble/ Udaipur greenmarble/ Zebra area of slab over 0.50 sqm sqm 8.55 1,980.80 16,935.84

2

Extra for providing edge moulding to 18mmthick marble stone counters,Vanities etc. overItem No. 8.2 including machine polishing toedge to give high gloss finish etc. complete asper design approved by Engineer-in-Charge

Marble work Metre 19.00 105.70 2,008.30

3

Extra for fixing marble /granite stone, over andabove corresponding basic item, in facia anddrops of width upto 150 mm with epoxy resinbased adhesive, including cleaningetc.complete.

Metre 19.00 185.80 3,530.20


( Rs ) Amount (Rs.)

4

Extra for providing opening of required size &shape for wash basins/kitchen sink in kitchenplatform, vanity counters and similar locationin marble/stone work including necessaryholes for pillar taps etc .including rubbing andpolishing of cut edges etc. complete.

each 8.00 281.80 2,254.40

1 SUB HEAD -VI WOOD & PVC WORKS

Providing and fixing ISI marked flush doorshutters non -decorative type, core of blockboard construction with frame of 1st class hardwood and well matched commercial 3 plyveneering with vertical grains or cross bandsand face veneers on both faces of shutters.

sqm 67.41 1,578.30 1,06,393.20

35 mm thick including ISI marked StainlessSteel butt hinges with necessary screws.

2 sqm 67.41 325.20 21,921.73Extra for providing lipping with 2nd class teakwood battens 25 mm minimum depth on alledges of shutters (over all area of door shutterto be measured)

Providing and fixing 18 mm thick, 150 mmwide pelmet of flat pressed 3 layer or gradedwood particle board medium density grade I,IS : 3087 marked, including top cover of 6 mmcommercial ply wood conforming to IS: 303BWR grade, nickel plated M.S. pipe 20 mmdia ( heavy type) curtain rod with nickel platedbrackets, including fixing with 25x3 mm M.S.flat 10 cm long fixed to pelmet with hollockwood cleats of size 100 mm x 40 mm x 40 mmon both inner side of pelmet and rawl plugs 75mm long etc. all complete.

m 45.30 298.45 13,519.79

3

Providing and fixing M.S. grills of requiredpattern in frames of windows etc. with M.S.flats, square or round bars etc. includingpriming coat with approved steel primer allcomplete.

kg 621.00 90.75 56,355.75

Fixed to steel windows by welding

4

Providing 40x5 mm flat iron hold fast 40 cmlong including fixing to frame with 10 mmdiameter bolts, nuts and wooden plugs andembedding in cement concrete block30x10x15cm 1:3:6 mix (1 cement : 3 coarsesand: 6 graded stone aggregate 20mmnominal size).

each 43.65 96.75 4,223.14


( Rs ) Amount (Rs.)

4aProviding and fixing oxidised M.S. Safetychain with necessary fixturesfor doors, (weighting not less than 450 gms).

each 10.00 75.45 754.50

5

Providing and fixing aluminium sliding doorbolts, ISI marked anodised anodic coating notless than grade AC 10 as per IS : 1868),transparent or dyed to required colour orshade, with nuts and screws etc. complete :

300x16mm each 49.00 203.80 9,986.20

6

a

Providing and fixing aluminium tower bolts ISImarked anodised ( anodic coating not lessthan grade AC 10 as per IS: 1868) transparentor dyed to required colour or shade with nutsand screws etc. complete-

each 49.00 86.45 4,236.05

b 250 X 10 mm each 49.00 71.05 3,481.45200X 10 mm

7

Providing and fixing aluminium handles ISImarked anodised ( anodic coating not lessthan grade AC 10 as per IS: 1868) transparentor dyed to required colour or shade with nutsand screws etc. complete-

125 mm each 98.00 62.50 6,125.00

8

Providing and fixing aluminium hanging floordoor stopper, ISI marked,anodised (anodiccoating not less than grade AC 10 as per IS :1868)transparent or dyed to required colourand shade, with necessary screws etc.complete.

Twin rubber stopper each 49.00 71.55 3,505.95

9

Providing and fixing factory made PVC doorframe of size 50x47 mm with a wall thicknessof 5 mm. made out of extruded 5 rigid PVCfoam sheet mitred at corners and joined with 2Nos. of 150 mm long brackets of 15x15mmM.S. square tube,the vertical door profiles tobe reinforced with 19x19 mm M.S. squire tubeof 19 guage,EPDM rubber gasket weatherseal to be provided through out the frame. Thedoor frame to be fixed to the wall using M.S.screws of 65/100 mm size complete as permanufactures specification and direction ofEngineer-in-charge

metre 84.15 404.60 34,047.09


( Rs ) Amount (Rs.)

10

Providing and fixing factory made panel PVCdoor shuttersfrom M.S. tube of 19 guagethickness, size 19x19 mm for styles and 15x15mm for top and bottom rails,covered with heatmoulded PVC "C" channel of 5 mm thick and75 mm wide PVC sheets for top rail,lock railand bottom rail on either side and 5 mm thick20mm wide cross PVC sheet as gap insert fortop rail and bottom rial,panelling of 5mm thickPVC sheet fitted in the M.S. framewelded/sealed to the styles and rails with5x30mm PVC sheet beading on either sideand joined together with solvent cementadhesive etc., complete as per manufacturespecification and direction of Engineer-in-charge fixed to frames with 4 Nos.M.S.powder coated butt hinges (For W.C. andbathroom shutters).

30 mm thick prelaminated PVC door shutters Sqm 26.78 2,958.00 79,200.45

Providing and fixing aluminium hanging floordoor stopper, ISI marked,anodised (anodiccoating not less than grade AC 10 as per IS :1868)transparent or dyed to required colourand shade, with necessary screws etc.complete.

Twin rubber stopper Sqm 7.86 1,395.40 10,963.66

Providing and fixing 18 mm thick, 150 mmwide pelmet of coir veneer board ISI markedIS : 14842, including top cover of 6 mm coirveneer board, nickle plated M.S. Pipe 20 mmdia. (heavy type) curtain rod with nickel platedbrackets, including fixing with 25x3 mm M.S.Flat 10 cm long fixed to pelmet with hollockwood cleats of size 100 mm x 40 mm x 40 mmon both inner side of pelmet and rawl plugs 75mm long etc. all complete.

mts 45.30 406.75 18,425.78

11

Providing and fixing fly proof stainless steelgrade 304 wire gauge, to windows andclerestory windows using wire gauge withaverage width of aperture 1.4 mm in bothdirections with wire of dia. 0.50 mm allcomplete.

Sqm 41.40 1,160.30 48,036.42

With 12 mm mild steel U beading


( Rs ) Amount (Rs.)

1 SUB HEAD -VII STEEL WORK kg 100.00 59.90 5,990.00Structural steel work in single section fixedwithout connecting plate including cuttinghoisting, fixing in position & applying primingcoat of approved steel primer all complete.

2Providing and fixing factory made ISI markedsteel glazed doors, windows and ventilators,side /top /centre hung, with beading and allmembers such as F7D, F4B, K11 B and K12 Betc. complete of standard rolled steel sections,joints mitred and flash butt welded and sashbars tenoned and riveted, including providingand fixing of hinges, pivots, including primingcoat of approved steel primer, but excludingthe cost of other fittings, complete all as perapproved design, (sectional weight of onlysteel members shall be measured forpayment).

kg 2,722.50 96.30 2,62,176.75

Fixing with 15x3 mm lugs 10 cm longembedded in cement concrete block15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size)

3

Providing and fixing pressed steel door framesconforming to IS: 4351,manufactured fromcommercial mild steel sheet of 1.60 mmthickness,including hinges, jamb, lock jamb,bead and if required angle threshold of mildsteel angle of section 50x25 mm, or base tiesof 1.60 mm, pressed mild steel welded orrigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mmthick with mortar guards, lock strikeplate andshock absorbers as specified and applying acoat of approved steel primer after pre-treatment of the surface as directed byEngineerin-charge:

metre 254.80 370.00 94,276.00

Profile E Fixing with adjustable lugs with splitend tail to each jamb

4 each 18.00 117.45 2,114.10


( Rs ) Amount (Rs.)

Providing and fixing circular/ Hexagonal castiron or M.S. sheet box for ceiling fan clamp ofinternal dia 140mm, 73mm height, top lid of1.5mm thick M.S. sheet with its top surfacehacked for proper bonding, top lid shall bescrewed into the cast iron/ M.S. sheet box bymeans of 3.3mm dia. round headed screws,one lock at the corners. Clamp shall be madeof 12mm dia M.S. bar bent to shape as perstandard drawing.

5Steel work welded in built-up section/framedwork including cutting, hoisting, fixing inposition and applying a priming coat ofapproved steel primer using structural steeletc. as required

Kg. 1,200.00 77.90 93,480.00In gratings, frames, guard bar, ladders,Providing & fixing fly proof wire gauze towindows, clerestory windows & doors withM.S. Flat 15x3 mm and nuts & bolts complete.

6Providing & fixing glass panes with putty andglazing clips in steel doors, windows,clerestory windows, all complete with :

sqm 99.50 657.75 65,446.13

4.0 mm thick glass panes

SUB HEAD -VIII FLOORING

1

Chequered terrazo tiles 22 mm thick withgraded marble chips of size up to 6 mm infloors, jointed with neat cement slurry mixedwith pigment to match the shade of the tiles,including rubbing and polishing complete,on 20 mm thick bed of cement mortar 1:4 (1cement :4 coarse sand) :

Light shade pigment using white cement sqm 11.52 939.60 10,824.19

2

Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard, jointed withneat cement slurry mixed with pigment tomatch the shade of tiles, including rubbing andcleaning etc. complete, on 20 mm thick bed ofcement mortar 1:4 (1 cement: 4 coarse sand).

Light shade pigment using white cement sqm 132.40 906.75 1,20,053.70

STONE FLOORING


( Rs ) Amount (Rs.)

3

Marble stone flooring with 18 mm thick marblestone, as per sample of marble approved byEngineer-in-charge, over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with grey cementslurry, including rubbing and polishingcomplete with :

Makrana white second quality sqm 11.52 945.70 10,894.46

4

Kota stone slab flooring over 20 mm (average)thick base laid over and jointed with greycement slurry mixed with pigment to match theshade of the slab, including rubbing andpolishing complete with base of cement mortar1 : 4 (1 cement : 4 coarse sand) :

25 mm thick sqm 12.67 945.70 11,983.91

5

Kota stone slabs 20 mm thick in risers ofsteps, skirting, dado and pillars laid on 12 mm(average) thick cement mortar 1:3 (1 cement:3 coarse sand) and jointed with grey cementslurry mixed with pigment to match the shadeof the slabs, including rubbing and polishingcomplete.

sqm 61.31 954.10 58,499.69

6

Providing and fixing Ist quallity ceramic glazedwall tiles conforming to IS: 15622 (thickness tobe specified by the manufacture) of approvedmake in all colours, shades except burgundy,bottle green, black of any size as approved byEngineer-in-Charge in skirting, risers of stepsand dados over 12 mm thick bed of cementMortar 1:3 (1 cement: 3 coarse sand) andjointing with grey cement slurry @ 3.3 kg persqm including pointing in white cement mixedwith pigment of matching shade complete.

Sqm 247.92 724.25 1,79,556.06

7 Prroviding and laying ceramic tiles if size300x300 ( thickness to be specified bymanufacturere)------------ with white matchingpigment etc.

Sqm 80.70 764.55 61,699.19


( Rs ) Amount (Rs.)

8 Providing and laying vitrified floor tiles indifferent sizes (thickness to be specified by themanufacturer) with water absorption less than0.08% and conforming to IS: 15622, ofapproved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand), jointing with greycement slurry @ 3.3kg/sqm including groutingthe joints with white cement and matchingpigments etc., complete.

Size of Tile 600x600 mm Sqm 352.50 1,119.40 3,94,588.50

SUB HEAD -IX ROOFING

1

Making khurras 45x45 cm with averageminimum thickness of 5 cm cement concrete1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate of 20 mm nominal size) overP.V.C. sheet 1 m x1 m x 400 micron, finishedwith 12 mm cement plaster 1:3 (1 cement : 3coarse sand) and a coat of neat cement,rounding the edges and making and finishingthe outlet complete.

each 10.00 148.75 1,487.50

2

Providing and fixing on wall face unplasticisedRigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gapfor thermal expansion, (i) Single socketedpipes.

metre 80.00 124.90 9,992.00

75 mm diameter

3

Providing and fixing on wall face unplasticised -PVC moulded fittings/ accessories forunplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, includingjointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expansion

a Coupler each 10.00 97.60 976.0075 mm diameter

b Single tee without door each 10.00 184.70 1,847.00

75x75x75 mm

c Bend 87.5° each 10.00 104.55 1,045.5075 mm bend


( Rs ) Amount (Rs.)

4

Providing and fixing unplasticised -PVC pipeclips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.screws of required length, including cuttingbrick work and fixing in cement mortar 1:4 (1cement : 4 coarse sand)and making good thewall etc. complete.

each 30.00 127.15 3,814.50

75 mm

SUB HEAD - X - Finishing1 12mm cement plaster of mix: sqm 1,511.55 112.50 1,70,049.80

1:46( 1 cement : 4 fine sand)

2 15mm cement plaster of mix: sqm 1,511.55 130.20 1,96,804.301:6 ( 1 cement : 4 fine sand)

3

18 mm cement plaster in two coats underlayer 12 mm thick cement plaster 1:5 (1cement : 5 coarse sand) finished with a toplayer 6 mm thick cement plaster 1:6 (1 cement: 6 fine sand).

sqm 604.62 182.90 1,10,585.27

4 6mm cement plaster to ceiling of mix: sqm 1,000.00 101.00 1,01,000.001:3 (1 cement : 3 fine sand)

5Extra for providing and mixing water proofingmaterial in cement plaster work in proportionrecommended by the manufacturers.

per bag of50 kg

cementused

in the mix

100.00 37.40 3,740.00

6Extra for plastering exterior walls of heightmore than 10 m from ground level for everyadditional height of 3 m or part thereof.

SQM 181.39 28.85 5,233.00

7 White washing with lime to give an evenshade sqm 1,000.00 11.75 11,750.00

New work(three or more coats)

8 Colour washing such as green, blue or buff togive an even shade sqm 600.00 16.15 9,690.00

New work (two or more coats) with a basecoat of white washing with lime

9Distempering with oil bound washabledistemper of approved brand and manufactureto give an even shade :

sqm 3,023.11 66.70 2,01,641.27

New work (two or more coats) over andincluding water thinnable priming coat withcement primer


( Rs ) Amount (Rs.)

10

Finishing walls with Premium Acrylic Smoothexterior paint with Silicone additives ofrequired shade

sqm 604.62 80.45 48,641.80

New work (Two or more coats applied @ 1.4311a Applying priming coat sqm 67.41 25.85 1,742.55

bWith ready mixed pink or Grey primer ofapproved brand and manufacture on woodwork (hard and soft wood)

sqm 131.50 20.70 2,722.05

cWith ready mixed red oxide zinc chromateprimer of approved brand and manufacture onsteel galvanised iron/ steel works

sqm 131.50 11.40 1,499.10

With ready mixed red oxide zinc chromateprimer of approved brand and manufacture onsteel work (second coat)

12Painting with synthetic enamel paint ofapproved brand and manufacture to give aneven shade

sqm 131.50 53.85 7,081.28

Two or more coats on new work.

13

Providing and applying white cement basedputty of average thickness 1 mm, of approvedbrand and manufacturer, over the plasteredwall surface to prepare the surface even andsmooth complete.

sqm 4,023.11 76.05 3,05,957.33

SUB HEAD - XIII WATERPROOFING WORK

1 Providing and laying water proofing treatmentto vertical and horizontal surfaces of

Sqm 550.70 505.90 2,78,599.13


( Rs ) Amount (Rs.)

2 Providing and laying integral cement basedwater proofing treatment including preparationof surface as required for treatment of roofs,balconies, terraces etc consisting of followingoperations:(a) Applying a slurry coat of neat cementusing 2.75 kg/sqm. of cement admixed withwater proofing compound conforming to IS.2645 and approved by Engineer-in-chargeover the RCC slab including adjoining wallsupto 300mm height including cleaning thesurface before treatment.(b) Laying brick bats with mortar using brokenbricks/brick bats 25 mm to 115mm size with50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofingcompound conforming to IS : 2645 andapproved by Engineer-in-charge over 20 mmthick layer of cement mortar of mix 1:5 (1cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645and approved by Engineer-in-charge torequired slope and treating similarly theadjoining walls upto 300 mm height includingrounding of junctions of walls and slabs

Sqm 80.70 786.70 63,486.69

(c) After two days of proper curing applying asecond coat of cement slurry using 2.75kg/sqm of cement admixed with water proofingcompound conforming to IS : 2645 andapproved by Engineer-in-charge.(d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement:4 coarse sand) admixed with water proofingcompound conforming to IS : 2645 andapproved by Engineer-in-charge includinglaying glass fibre cloth of approved quality intop layer of plaster and finally finishing thesurface with trowel with neat cement slurryand making pattern of 300x300 mm square3mm deep.(e) The whole terrace so finished shall beflooded with water for a minimum period oftwo weeks for curing and for final test. Allabove operations to be done in order and asdirected and specified by the Engineer-in-Charge :With average thickness of 120mm andminimum thickness at khurra as 65 mm.


( Rs ) Amount (Rs.)

P/L APP modified prefabricated five layer 3mm thick waterproofing membrane.

Sqm 550.70 422.80 2,32,835.96

TOTAL DSR ITEMS 1,26,83,801.41

NON DSR ITEMS

1 Providing and fixing Chicken Wire Mesh at theJoint of RCC & B/w Sqm 99.50 90.00 8,955.00

2 Lead Lined Door for X-Ray Room Per Piece 1.00 50,000.00 50,000.00

3 Soling stone grade 90mm and above forfooting in mud area cum 47.50 1,750.00 83,125.00

TOTAL OF NON DSR ITEMS 1,42,080.00

SL.NO

DESCRIPTION UNIT QTY. RATE INRS.

AMOUNT(RS.)

DSR ITEMS1 Providing and fixing white vitreous china

pedestal type water closet (Europeantype W.C. pan) with seat and lid, 10 litrelow level white P.V.C. flushing cistern,including flush pipe, with manuallycontrolled device (handle lever),conforming to IS: 7231, with all fittingsand fixtures complete, including cuttingand making good the walls and floorswherever required :

WC pan ISI marked white solid plasticseat and lid

Each 14.00 2,885.10 40,391.40

Providing and fixing white vitreous chinaflat back or wall corner type lipped fronturinal basin of 430x 260x 350 mm and340x 410x 265 mm sizes respectivelywith automatic flushing cistern withstandard flush pipe and C.P. brassspreaders with brass unions and G.Iclamps complete, including painting offittings and brackets, cutting and makinggood the walls and floors whereverrequired :

One urinal basin with 5 litre white P.V.C.automatic flushing cistern

Each 2.00 3,494.15 6,988.30

2 Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standardpattern, including painting of fittings andbrackets, cutting and making good thewalls whereverrequire:

a White Vitreous China Flat back washbasin size 550x 400 mm with single 15mm C.P. brass pillar tap

Each 16.00 1,460.50 23,368.00

3 Providing and fixing white vitreouschina pedestal for wash basincompletely recessed at the back for thereception of pipes and fittings

Each 18.00 894.70 16,104.60


b) Internal Sanitary and fittings (Annexure-II)1) Sanitary Instalation

NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITHDEVELOPMENT WORKS FOR AR BN. AT SRIKONA (ASSAM)

NERO,Guwahati

SL.NO


AMOUNT(RS.)

4 Providing and fixing Stainless Steel A ISI304 (18/8) kitchen sink as per IS: 13983with C.I. brackets and stainless steelplug 40 mm, including painting of fittingsand brackets, cutting and making goodthe walls wherever required :

510x1040 mm bowl depth 200 mm Each 6.00 5,640.10 33,840.60

5 Providing and fixing P.V.C. waste pipefor sink or wash basin including P.V.C.waste fittings complete.Flexible pipe

a 32 mm dia Each 40.00 65.30 2,612.00

b 40 mm dia Each 48.00 67.60 3,244.80

6 Providing and fixing 600x450 mmbeveled edge mirror of superior glass (ofapproved quality) complete with 6 mmthick hard board ground fixed to woodencleats with C.P. brass screws andwashers complete.

Each 20.00 674.05 13,481.00

7 Providing and fixing 600x120x5mmglass shelf with edges round ofsupported on anodised aluminium angleframe with C.P. brass brackets andguard rail complete fixed with 40mmlong screws,rawl plugs etc., complete

Each 20.00 341.25 6,825.00

8 Providing and fixing toilet paper holder

Vitreous china Each 20.00 259.75 5,195.009 Providing and fixing PTMT towel ring

trapezoidal shape 215 mm long, 200mm wide with minimum distances of 37mm from wall face with concealedfittings arrangement of approved qualityand colour, weighing not less than 88gms.

Each 20.00 169.85 3,397.00

10 Providing and fixing PTMT towel railcomplete with brackets fixed to woodencleats with CP brass screws withconcealed fittings arrangement ofapproved quality and colour.

450 mm long towel rail with total lengthof 495 mm, 78 mm wide and effectiveheight of 88 mm, weighing not less than170 gms

Each 20.00 375.70 7,514.00

SL.NO


AMOUNT(RS.)

11 Providing and fixing uplasticised PVCconnection pipe with brass unions : 45cm length

15 mm nominal bore Each 17.00 61.70 1,048.9012 Providing and Fixing shower rose with

15 or 20mm inlet

150mm diameter Nos. 17.00 77.85 1,323.4513 Providing and fixing C.P. brass bib cock

of approved quality conforming toIS:8931 :a)15 mm nomial bore Nos. 20.00 397.50 7,950.00

14 Providing and fixing C.P. brass longnose bib cock of approved qualityconforming to IS standards andweighing not less than 810 gms.15 mm nominal bore Nos. 20.00 411.40 8,228.00

15 Providing and fixing C.P. brass stopcock (concealed) of standard designand of approved make conforming toIS:8931.15 mm nominal bore Nos. 20.00 426.55 8,531.00

16 Providing and fixing C.P. brass anglevalve for basin mixer and geyser pointsof approved quality conforming toIS:8931a) 15 mm nominal bore Nos. 24.00 449.35 10,784.40

17 Providing and fixing PTMT soap DishHolder having length of 138mm, breadth102mm, height of 75mm with concealedfitting arrangements, weighing not lessthan 106 gms.

Nos. 22.00 151.10 3,324.20

TOTAL OF DSR ITEMS 2,04,151.65

SL. NO DESCRIPTION UNIT QTY. RATE INRS.

AMOUNT(RS.)

DSR ITEMS1 Providing and Fixing Chlorinated

Polyvinyl Chloride (CPVC) Pipes, havingthermal stability for hot & cold watersupply including all CPVC plain & brassthreaded fittings including fixing the pipewith suports, clamps at 1.00 m spacing.This includes jointing of pipes & fittingswith one step CPVC solvent cement andthe cost of cutting chases and makinggood the same including testing of jointscomplete as per direction of Engineer-In-Charge.

Concealed work including cuttingchases and making good the walls etc.

a 15 mm dia Metre 120.00 218.65 26238.00b 20 mm dia Metre 79.00 243.05 19200.95

2 Providing and fixing ChlorinatedPolyvinyl Chloride (CPVC) pipes, havingthermal stability for hot & cold watersupply, including all CPVC plain & brassthreaded fittings, including fixing thepipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittingswith one step CPVC solvent cement andtesting of joints complete as perdirection of Engineer in Charge.

Internal work - Exposed on wall andterrace

a 15 mm nominal outer dia Pipes Metre 150.00 133.95 20092.50b 20 mm nominal outer dia Pipes Metre 100.00 157.15 15715.00c 25 mm nominal outer dia Pipes Metre 100.00 197.9 19790.00d 32 mm nominal outer dia Pipes Metre 100.00 252.65 25265.003 Providing and Fixing brass Stop Cock of

Approved Quality15 mm nominal bore each 30.00 205.6 6168.00



ii) Internal Water supply

NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITHDEVELOPMENT WORKS FOR AR BN. AT SRIKONA (ASSAM)

NERO,Guwahati

SL. NO DESCRIPTION UNIT QTY. RATE INRS.

AMOUNT(RS.)

4 Providing and fixing gun metal gatevalve with C.I. wheel of approvedquality(screwed end )

a 25 mm nominal bore each 10.00 372.95 3729.50c 32 mm nominal bore. each 10.00 450.90 4509.005 Providing and fixing ball valve (brass) of

approved quality, High or lowpressure, with plastic floats complete :

b 20 mm nominal bore each 10.00 360.2 3602.006 Providing and placing on terrace (at all

floor levels) polyethylene water storagetank, ISI : 12701 marked, with cover andsuitable locking arrangement andmaking necessary holes for inlet, outletand overflow pipes but without fittingsand the base support for tank.

per litre 15000.00 6.10 91500.00


SL.NO DESCRIPTION UNIT QTY. RATE IN

RS. AMOUNT

(RS.)DSR ITEMS

1 Excavating trenches of required widthfor pipes, cables, etc includingexcavation for sockets, anddressingof sides, ramming of bottoms, depthup to 1.5 m, including getting out theexcavated soil, and then returning thesoil as required, in layers notexceeding 20 cm in depth, includingconsolidatingeach deposited layer byramming, watering, etc. and disposingof surplus excavated soil asdirected,within a lead of 50 m :

All kinds of soilPipes, cables etc, not exceeding 80mm dia.

Metre 100.00 138.05 13,805.00

2 Steel work welded in built upsections/framed work including cuttinghoisting, fixing in position andapplying a priming coat of approvedsteel primer using structural steeletc.as required.

In gratings, frames, guard bar,ladders, railings, brackets, gates &similar works.

kilogram 100.00 77.90 7,790.00

3 Providing and fixing on wall faceunplasticised Rigid PVC rain waterpipes conforming to IS : 13592 TypeA, including jointing with seal ringconforming to IS : 5382, leaving 10mm gap for thermal expansion, (i)Single socketed pipes.

75 mm diameter Metre 150.00 124.90 18,735.00



iii) Internal Drainage

NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENTWORKS FOR AR BN. AT SRIKONA (ASSAM)

NERO,Guwahati


RS. AMOUNT

(RS.)4 Providing and fixing on wall face

unplasticised - PVC moulded fittings/accessories for unplasticised RigidPVC rain water pipes conforming toIS : 13592 Type A including jointingwith seal ring conforming to IS : 5382leaving 10 mm gap for thermalexpansion.

a Single Push fit coupler75 mm diameter each 20.00 116.15 2,323.00

b Bend 87.5 Deg75 mm dia each 150.00 104.55 15,682.50

c Shoe (Plain)75 MM DIA each 135.00 16.80 2,268.00

5 Providing and Fixing on wall faceunplasticised - PVC pipe clips ofapproved design to unplasticised -PVC rain water pipes by means of 50x 50 x 50 mm hard wood plugs,screwed with M.S. screws of requiredlength including cutting brick work andfixing in cement mortar 1:4 (1Cement: 4 Coarse sand) and makinggood the walls etc. complete

75 mm dia each 125.00 127.15 15,893.756 Providing and fixing PTMT grating of

approved quality and colour.a Circular typeb 125 mm nominal dia with 25 mm

waste holeNos. 20.00 45.55 911.00

7 Providing, laying and jointing glazedstoneware pipes class SP-1 withstiff mixture of cement mortar in theproportion of 1:1 (1 cement : 1 finesand) including testing of joints etc.complete :150 mm diameter Metre 20.00 219.05 4381.00

8 Providing and laying cement concrete1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40mm nominal size) all-roundS.W. pipes including bed concrete asper standard design :


RS. AMOUNT

(RS.)150 mm diameter S.W. pipe Metre 20.00 607.70 12154.00

9 Providing and fixing square-mouthS.W. gully trap class SP-1 completewithh C.I. grating brick masonrychamber withh water tight C.I. coverwithh frame o f 300 x300 mm size(inside) the weight of cover to be notless than 4.50 kg and frame to be notless than 2.70 kg as per standarddesign:

100x100 mm size P type withhcommon burnt clay F.P.S. (nonmodular) bricks of class designation7.5

Nos. 14.00 1602.40 22433. 6

10 Constructing brick masonry manholein cement mortar 1:4 ( 1 cement : 4coarse sand ) withh R.C.C. top slabwithh 1:2:4 mix (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size), foundationconcrete 1:4:8 mix (1 cement : 4coarse sand : 8 graded stoneaggregate 40 mm nominal size),inside plastering 12 mm thick withhcement mortar 1:3 (1 cement : 3coarse sand) finished withh floatingcoat of neat cement and makingchannels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4gradedstone aggregate 20 mm nominal size)finished withh a floating coat of neatcement complete as per standarddesign :


RS. AMOUNT

(RS.)Inside size 90x80 cm and 45 cm deepincluding C.I. cover withh frame (lightduty) 455x610 mm internal dimensions,total weight of cover and frame to be notless than 38 kg (weight of cover 23 kgand weight of frame 15 kg) :

a Withh common burnt clay F.P.S. (non-modular ) bricks of class designation7.5

Nos. 10.00 8634.10 86 341


NON DSR ITEMS 1 Supplying and fixing PVC pipes

conforming to IS 4985 class III, 6kg/sq.cm pressure for lines with allrequired specials such as plain bends,single junctions, elbows, crosses, unions,shoes, door bends, double junctions,vent cowls,traps etc. with or without doorincluding cutting masonry or concretefloors, sunshades, etc and making theholes good after finishing the work.wherever necessary and jointing pipeswith approved quality resin cement andfixing pipes with MS fixing clampsscrewed on to wooden plugsembedded in masonry wherever requiredand painting the clamps with two coatsof enamel paint over one coat primer.This includes testing of joints complete atall levels. for waste water lines

110mm or nearest outer dia. RM 50.00 435.00 21,750.00TOTAL OF NON DSR ITEMS 21,750.00

(Annexure-III)

Sr.No.

Description Unit QTY Rate AmountRs

SUB HEAD-1: W I R I N G & SUBMAIN1.0 Wiring for light point/ fan point/ exhaust fan

point/ call bell point with 1.5 sq.mm FRLSPVC insulated copper conductor single corecable in surface / recessed medium classPVC conduit, with modular switch,modular plate, suitable GI box and earthingthe point with 1.5 sq.mm. FRLS PVCinsulated copper conductor single core cableetc as required.Group-B Point 224.00 544.00 121856.00

2.0 Wiring for light/ power plug with 2X4 sq. mmFRLS PVC insulated copper conductor singlecore cable in surface/ recessed medium classPVC conduit alongwith 1 No 4 sq. mm FRLSPVC insulated copper conductor single corecable for loop earthing as required.

Metre 400.00 162.00 64800.00

3.0 Wiring for circuit/ submain wiring alongwithearth wire with the following sizes of FRLSPVC insulated copper conductor, single corecable in surface/ recessed medium classPVC conduit as required.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 400.00 131.00 52400.00

4.0 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 120.00 206.00 24720.005.0 Supplying and fixing following modular

switch/ socket on the existing modular plate& switch box including connections butexcluding modular plate etc. as required.

6.0 Bell push Each 6.00 98.50 591.007.0 Supplying and fixing stepped type electronic

fan regulator on the existing modular plateswitch box including connections butexcluding modular plate etc. as required.

Each 45.00 322.00 14490.00

8.0 Supplying and fixing modular blanking plateon the existing modular plate & switch boxexcluding modular plate as required.

Each 54.00 22.00 1188.00


NERO,Guwahati

c) Internal ElectrificationNAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENT

WORKS FOR AR BN. AT SRIKONA (ASSAM)

Sr.No.


9.0 Supplying and fixing suitable size GI boxwith modular plate and cover in front onsurface or in recess, including providing andfixing 3 pin 5/6 amps modular socket outletand 5/6 amps modular switch, connectionetc. as required. (For light plugs to be used innon residential buildings).

Each 54.00 288.00 15552.00

10.0 Supplying and fixing suitable size GI boxwith modular plate and cover in front onsurface or in recess, including providing andfixing 6 pin 5/6 & 15/16 amps modularsocket outlet and 15/16 amps modularswitch, connection etc. as required.

Each 25.00 366.00 9150.00

11.0 Supplying and fixing call bell/ buzzer suitablefor single phase, 230 volts, complete asrequired.

Each 6.00 54.50 327.00

12.0 Installation, testing and commissioning ofceiling fan, including wiring the down rods ofstandard length (upto 30 cm) with 1.5 sq. mmFRLS PVC insulated, copper conductor,single core cable, including providing andfixing phenolic laminated sheet cover on thefan box etc. as required.

Each 45.00 99.00 4455.00

13.0 Installation of exhaust fan in the existingopening, including making good the damage,connection, testing, commissioning etc. asrequired.Upto 450 mm sweep Each 15.00 163.00 2445.00

14.0 Extra for fixing the louvers/ shutters completewith frame for a exhaust fan of all sizes.

Each 15.00 68.50 1027.50

SUB HEAD -II : DISTRIBUTION BOARD

1.0 Supplying and fixing following way, singlepole and neutral, sheet steel, MCBdistribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutralbus bar, earth bar, din bar, interconnections,powder painted including earthing etc. asrequired. (But without MCB/RCCB/Isolator)

2+8 Way Double Door Each 4.00 857.00 3428.002.0 Supplying and fixing 5 amps to 32 amps

rating, 240/415 volts, "C" curve, miniaturecircuit breaker suitable for inductive load offollowing poles in the existing MCB DBcomplete with connections, testing andcommissioning etc. as required.

Sr.No.


Single pole Each 60.00 141.00 8460.00Double Pole each 6.00 379.00 2274.00

3.0 Supplying and fixing single pole blankingplate in the existing MCB DB complete etc. asrequired.

Each 12.00 5.50 66.00

SUB HEAD - IV : EARTHING & LIGHTNINGPROTECTION SYSTEM

1.0 Earthing with G.I. earth plate 600 mm X 600mm X 6 mm thick including accessories, andproviding masonry enclosure with cover platehaving locking arrangement and wateringpipe of 2.7 metre long etc. with charcoal/coke and salt as required.

Set 6.00 3996.00 23976.00

2.0 Providing and fixing 25 mm X 5 mm G.I. stripin 40 mm dia G.I. pipe from earth electrodeincluding connection with G.I. nut, bolt,spring, washer excavation and re-filling etc.as required.

Metre 150.00 364.00 54600.00

3.0 Providing and fixing 25 mm X 5 mm G.I. stripon surface or in recess for connections etc.as required.

Metre 150.00 120.00 18000.00

4.0 Providing and fixing of lightning conductorfinial, made of 25 mm dia 300 mm long, G.I.tube, having single prong at top, with 85 mmdia 6 mm thick G.I. base plate including holesetc. complete as required.

Each 50.00 326.00 16300.00

5.0 Jointing copper / G.I. tape (with anothercopper/ G I tape, base of the finial or anyother metallic object) by riveting / nut bolting/sweating and soldering etc as required.

Each 50.00 60.50 3025.00

6.0 Providing and fixing G.I. tape 20 mm X 3 mmthick on parapet or surface of wall forlightning conductor complete as required.(Forhorizontal run)

Metre 200.00 58.00 11600.00

7.0 Providing and fixing G.I. tape 20 mm X 3 mmthick on parapet or surface of wall forlightning conductor complete as required.(Forvertical run)

Metre 100.00 81.50 8150.00

8.0 Providing and fixing testing joint, made of 20mm X 3 mm thick G.I. strip, 125 mm long,with 4 nos. of G.I. bolts, nuts, chuck nuts andspring washers etc. complete as required.

Each 100.00 58.50 5850.00

9.0 Providing and laying G.I. tape 32 mm X 6 mmfrom earth electrode directly in ground asrequired.

Metre 150.00 125.00 18750.00

Sr.No.


SUB HEAD - V : LIGHTING FIXTURE & FAN

1.0 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescentfitting of all types, complete with allaccessories and tube etc. directly on ceiling/wall, including connection with 1.5 sq. mmFRLS PVC insulated, copper conductor,single core cable and earthing etc. asrequired.

Each 400.00 69.50 27800.00

2.0 Installation, testing and commissioning ofceiling fan, including wiring the down rods ofstandard length (upto 30 cm) with 1.5 sq. mmFR PVC insulated, copper conductor, singlecore cable, including providing and fixingphenolic laminated sheet cover on the fanbox etc. as required.

Each 45.00 99.00 4455.00

TV TELEPHONE3.0 Supplying and drawing co-axial TV cable RG-

6 grade, 0.7 mm solid copper conductor PEinsulated, shielded with fine tinned copperbraid and protected with PVC sheath in theexisting surface/ recessed steel/ PVC conduitas required.

Metre 95.00 22.00 2090.00

4.0 Supplying and fixing of following sizes ofmedium class PVC conduit along withaccessories in surface/recess includingcutting the wall and making good the same incase of recessed conduit as required.25 mm Metre 380.00 64.50 24510.00

5.0 Supplying and fixing following modularswitch/ socket on the existing modular plate& switch box including connections butexcluding modular plate etc. as required.

TV antenna socket outlet Each 7.00 93.00 651.006.0 Supplying and fixing following size/ modules,

GI box alongwith modular base & cover platefor modular switches in recess etc asrequired.1 or 2 Module (75mmX75mm) Each 30.00 142.00 4260.00


NON DSR ITEMSSupply of Light fixture as given below

1.0 Supply of 20W wall mounted LED Batten lightEquivalent to Philips, Wipro, Bajaj, Havells.

Each 50.00 1049.00 52450.00

2.0 Supply of 10W surface mounted circular LEDlight Equivalent to Philips, Wipro, Bajaj,Havells.

Each 42.00 1800.00 75600.00

Sr.No.


3.0 Supply of 12W LED Wall Bracket Light.Equivalent to Philips, Wipro, Bajaj, Havels.

Each 73.00 450.00 32850.00

4.0 Supply of 9W PL Bulk head light. Equivalentto Philips, Wipro, Bajaj, Havells.

Each 20.00 724.00 14480.00

5.0 Supply of Ceiling Fan of 1200mm sweepcomplete erected in position with allaccessories.(Make- Havels) or Equivalent toOrient, Crompton Greave.

Each 45.00 2097.00 94365.00

6.0 Supplying of Exhaust Fan Heavy duty 230VA.C 50 cycles 375 mm 1400 RPM completeerected in position with all accessories.(Make-Havels)

Each 15.00 4400.00 66000.00

METER BOARD8 Supply, installation, testing and

commissioning of front operated, front / backaccess, cubicle type, indoor duty, floor / wall /recess / surface mounted (as specified),totally enclosed dust and vermin proofswitchboards / panels with minimum Ingressprotection classification of IP 44, fabricatedfrom 2 mm thick CRCA sheets with dip coatpriming and epoxy powder coated finish. Thepanel must be suitable for 415 volts 3 phase,4 wire, 50 Hz, system , must be able towithstand symmetrical fault level of 50 KA for1 sec at 415 V and must include allinterconnections, earthing and bondingrequirements etc. The panel must conform tostandards, as required and as given below.

The Switchboard shall be provided withdetachable gland plates for entry of cablesfrom the top / bottom as required.All live accessible parts shall be shroudedand all equipment shall be finger touch proof.The busbars shall be insulated with heatshrinkable sleeves. SMC / DMC shrouds andbusbar supports suitably spaced shall beused. Hinged doors with padlocking facilityshall be provided on all outgoing feeders withswitch handles lockable in OFF position.

The panel shall have aluminium busbars withbar type feeder connections, spacers etc. withfull sized neutral.

Earthing all components, frame etc. to acommon internal earth bar of size 25 x 6 mmCu.

Sr.No.


Panel / Switchboard board design shall becompact and components / accessories ofcompact sizes shall be used to economisethe room space available. Employer reservethe right to seek compact items inplace oflarger ones.

Incoming1 No. 63 A, TPN, 35 kA, MCCB havingThermal Magnetic Trip Unit with protectionagainst Overload & Short Circuit, 0-63 ADigital Ammeter with inbuilt ASS, 3 Nos. CT63/5A, class 1.0 for metering and LEDIndication Lamp for ON, OFF & TRIP.

Bus BarsElectrolytic high conductivity 3P, 4Waluminium conductor bus-bars rated 100Amps, suitable to withstand symetrical faultlevel of 35 KA for 1 second at 415 volts andwith necessary heat shrinkable sleeving.

Outgoings:8 Nos. 40 A DP MCB 15 KA8 Nos. 10-40 A Single -phase, 2-wire, 220 VAC Digital Energymeter2 Nos. 10A DP MCBMeter Board complete as above and asrequired.

Each 1.00 45000.00 45000.00


Annexure - I

SlNo.

Description of Works A/U Quantity Rate(`)

Amount(`)

Earthwork excavation

1 Earthwork in excavation by mechanicalmeans (Hydraulic excavation) / manualmeans in foundation trenches or drains (notexceeding 1.5 m in width or 10 Sqmon plan)including dressing of sides and ramming ofbottoms, lift up to 1.5 m including getting outthe excavated soil and disposal of surplusexcavated soil as directed within a lead of 50m(a) All kinds of soil CUM 2250.00 130.80 294300.00

2 Earthwork in excavation by mechanicalmeans (Hydraulic excavation) / manualmeans in foundation trenches or drains (notexceeding 1.5 m in width or 10 Sqmon plan)including dressing of sides and ramming ofbottoms, lift up to 1.5 m including getting outthe excavated soil and disposal of surplusexcavated soil as directed within a lead of 50m

Ordinary rock CUM 750.00 212.00 159000.00

3 Filling with available excavated earth(excluding rock) in trenches, plinth, sides offoundation etc in layers not exceeding 20 cmin depth, consolidationg each deposited layerby ramming and watering lead upto 50 m andlift upto 1.5 m CUM 1000.00 83.80 83800.00

4 Carrage up to 1.0km CUM 2000.00 82.78 165560.00TOTAL OF DSR ITEMS 7,02,660.00



SCHDULE - B (MISCELLANEOUS WORK)

NERO,Guwahati

SlNo.


Amount(`)

1Earthwork in excavation by mechanical means(Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding1.5 m in width or 10 Sqmon plan) includingdressing of sides and ramming of bottoms, liftup to 1.5 m including getting out the excavatedsoil and disposal of surplus excavated soil asdirected within a lead of 50 m(a) All kinds of soil CUM 44.00 130.80 5755.20

2 Providing & laying in position 125 thk.cementconcrete of specified grade excluding the costof centering and shuttering - all works uptoPlinth level 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggrgate 40 mm nominal size)

CUM 2.50 3626.15 9065.38

3 Providing & laying in position 125 thk.cementconcrete of specified grade excluding the costof centering and shuttering - all works uptoPlinth level 1:2:4(1 Cement : 2 coarse sand : 2graded stone aggrgate 20 mm nominal size)

CUM 2.50 4514.05 11285.13

4 Providing & laying in position specified grade ofreinforces cement concrete excluding the costof centering, shuttering, finishing andreinforcement - all work upto Plinth level

(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3gradded stonne aggregate 20 mm nominal size) CUM 2.50 5094.85 12737.13

5 Centering & Shuttering including strutting,propping etc. and removal of form forsuspended floors, roofs, landings, balconies andaccess platform Sq.M 12.00 311.20 3734.40

6 Reinforcement for R.C.C work includingstraightening, cutting, bending placing inposition and binding all complete

External Sewage Line with Septic Tank & Soakpit (Capacity above 100 nos user-1no.)



SCHDULE - B (DEVELOPMENT WORK)

NERO,GuwahatiAnnexure - II

SlNo.


Amount(`)

(a) Themo-Mechanically Treated bars KG 750.00 62.25 46687.50

7 Cement concrete 1:2:4 (1 Cement : 2 Coarsesand : 4 gradded Stone aggregate) finishedwith a floating Coat of neat cement includingcement slurry, but excluding the cost of nosingof steps etc complete

(a) 50 mm thick with 20 mm nominal size stoneaggregate Sq.M 15.00 254.70 3820.50

8 15 mm cement plaster 1 : 3 (1 cement : 3coarse sand) finished with a floating coat ofneat cement on the rough side of single or halfbrick wall Sq.M 44.00 186.50 8206.00

9 Filling with available excavated earth (excludingrock) in trenches, plinth, sides of foundationetc. at all levels in layers not exceeding 20 cmin depth consolidating each deposited layer byramming and watering, lead upto 50 m and liftup to 1.5 m CUM 11.00 83.80 921.80

10 Brick work with common burnt clay F.P.S. (nonmodular) bricks ofclass designation 7.5 infoundation and plinth in:

a)Cement moter 1:6 (1 cement:6coarse sand)Cum 11.00 3316.55 36482.05

11 Providing & laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 gradded stonneaggregate 40 mm nominal size) all round S.Wpepes including bed concrete as per standarddesing(a) 150 mm diameter S.W. pipe RM 40.00 607.70 24308.00

12 Construction of brick masonary chamber ofinside dimension 60 cm X 60 cm X 75 cm inside,in brick work in cement mortar1:4

Each 4.00 5392.90 21571.60

13 Making soack pit 2.5 diameter 3.0 meter depwith 45 X 45 cm dry brick honey camb shaftwith bricks of class designation 75 and S.W.drain pipe 100 mm diameter, 1.8 m longcomplete as per standard designa) With common burnt clay F.P.S (non modular)bricks of class designation 7.5 Each 1.00 15228.15 15228.15


Annexure - III

SlNo.


Amount(`)

1 Earthwork in excavation by mechanical means(Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding1.5 m in width or 10 Sqmon plan) includingdressing of sides and ramming of bottoms, liftup to 1.5 m including getting out theexcavated soil and disposal of surplusexcavated soil as directed within a lead of 50m(a) All kinds of soil CUM 125.00 130.80 16350.00

2 Filling with available excavated earth(excluding rock) in trenches, plinth, sides offoundation etc in layers not exceeding 20 cmin depth, consolidationg each deposited layerby ramming and watering lead upto 50 m andlift upto 1.5 m CUM 125.00 83.80 10475.00

3 Providing & laying in position150thk cementconcrete of specified grade excluding the costof centering and shuttering - all works uptoPlinth level 1:2:4 (1 Cement : 3 coarse sand :6 graded stone aggrgate 20 mm nominal size)

CUM 75.00 3626.15 271961.25

4 Steel work in build up tubular(round,square orrectangular hollow tubes etc) etc. includingcutting ,hoisting,fixing in position and applyinga priming coat of approved steel primerincluding welding and bolted special shapedwashers etc.complete.

Kg 1500.00 85.10 127650.00

5 Chequerred precast cement concrete tiles 22mm thick in footpath and couuryard, joints----------- on 20 mm thick bed of cement moter 1:4(1 cement:4 coarse sand).

sqm 500.00 953.20 476600.00

TOTAL OF DSR ITEMS 903036.25



SCHDULE - B (MISCELLANEOUS WORK)

Approach Path ,Harding (500.00Sqm) and Railing

NERO,Guwahati

SlNo.


Amount(`)

NON DSR ITEMS6 Providing and laying of 150 mm compacted

thickness with Stone aggregate of 63 to 40mm size including supply of screenings,kankar, moorum, red bajri etc sorting,spreading to template and consolidation withManualy CUM 75.00 2087.97 156597.75


Annexure - IV

SlNo.


Amount(`)

Earth Work & Retaning Wall (80.00m Length -3.0 M height)

1 Earthwork, in excavation over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sq.m.on plan) including disposal of excavated earth,lead upto 50 m lift 3.0 m, disposed earth to belevelled and neatly dressed fora) All kinds of soil

CUM 84.00 130.80 10987.20

2Filling with available excavated earth (excludingrock) in trenches, plinth, sides of foundation etc inlayers not exceeding 20 cm in depth,consolidationg each deposited layer by rammingand watering lead upto 50 m and lift upto 1.5 m CUM 56.00 83.80 4692.80

3 Providing and laying in position cement concrete1:3:6 (1 cement : 3 course sand : 6 graded stoneaggregate of 40 mm nominal size) of specifiedthickness including the cost of centering /shuttering etc complete upto plinth level. CUM 21.00 3626.15 76149.15

4 Providing and laying Random rubble masonry withhard stone including levelling up with cementconcrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12graded stone aggregate of 20 mm nominal size)at all levels with cement mortars 1 : 6 (1 cement :6 coarse sand CUM 315.00 3059.20 963648.00

5 Providing coping work at the top of the Randomrubble masonary wall with PCC 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stoneaggregate of 20 mm nominal size).

CUM 7.00 4514.05 31598.35

6 Providing pointing work at the wall of randomrubble masonary with cement mortor 1:3 (1cement : 3 fine sand) Sq.M 300.00 111.80 33540.00

7 U-PVC pipes 75 dia mm MTR 90.00 67.00 6030.00TOTAL OF DSR ITEMS 11,26,645.50


NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENT WORKSFOR AR BN. AT SRIKONA (ASSAM)

SCHDULE - B (DEVELOPMENT WORK)

NERO,Guwahati

Annexure - V

SlNo.


Amount(`)

External Water supply line ( 500 .00 M length)

1 Supply & laying G.I. pipe complete with GI

a) 65 mm dia nominal Bore RM 450.00 453.55 204097.50

b) 50 mm dia nominal Bore RM 50.00 355.95 17797.50

2 Making connection of G.I. distribution branch

a) 50 to 80 mm dia nominal Bore Each 20.00 630.15 12603.00

3 Providing & fixing bras gate CI wheel of approvaedquality.

a) 65 mm dia nominal Bore Each 15.00 1073.25 16098.75

b) 50 mm dia nominal Bore Each 8.00 780.60 6244.80

4 Construction of brick masonary chamber of insidedimension 30 cm X 30 cm X 50 cm Each 10.00 908.95 9089.50

5 Painting of G.I. pipes & fittings with two coats of

a) 65 mm dia nominal Bore RM 450.00 12.95 5827.50

b) 50 mm dia nominal Bore RM 50.00 10.55 527.50

6 Over head tank litres 45000.00 25.00 1125000.00


NAME OF WORK :- CONSTRUCTION OF HOSPITAL BUILDING WITH DEVELOPMENT WORKSFOR AR BN. AT SRIKONA (ASSAM)


SCHDULE - B (Development Work)

NERO,Guwahati

Annexure - VI

SlNo.


Amount(`)

External Electrification (250.00M Length)

1 Erection of steel tubular pole of lengthexceeding 8mt but not exceeding 10mt incement concrete1:3:6 (1 cement :3 coarsesand :6graded stone aggregate 40mmnormal size) foundation including excavationand refilling etc. as required. CUM 6.00 2952.00 17712.00

2 Supplying of channel iron75mmx40mmx6mm (7.14 kg/m) cross armfor 4 wire overhead line complete withclamps, bolts and nuts etc.including drillingof holesfor insulator pins ,bolts and nutsetc.and painting with primer and finishpaints as required. SET 6.00 1048.00 6288.00



SCHDULE - B (Development Work)

NERO,Guwahati

2 Supplying of channel iron75mmx40mmx6mm (7.14 kg/m) cross armfor 4 wire overhead line complete withclamps, bolts and nuts etc.including drillingof holesfor insulator pins ,bolts and nutsetc.and painting with primer and finishpaints as required. SET 6.00 1048.00 6288.00

3 Erection of angle iron/channel iron cross armon steel tubular pole with GI spindle and nutetc.

SET 6.00 176.00 1056.00

4 Supply and ferection of 100 mm X 80 mmpin insulator complete with GI sprindle andnuts etc.as required. SET 6.00 67.00 402.00

5 Supply and erection of 75mmx90mm shackleinsulator with GI bolts,nuts and straps etc.complete. SET 10.00 129.00 1290.00

6 Erectionof ACSR Conductor of 7/3.35 dia andabove including binding ete. As required.

Kg 180.00 85.50 15390.00

7 Supply & erection of 8 SWG G.I wireincluding binding etc.as required. Kg 18.00 62.00 1116.00

SlNo.


Amount(`)

8 Supply and erection of stay set 7/4.00mmcomplete ( galvanised) with 19/10 diax1.8mt long stay rod, anchor plate of size45cmx45cmx7cm thimble stay clamps. Bowtightener 7/4.0mm dia GI stay wire andstrain insulator etc. in cement conrete1:3:6in foundation including excavation andrefilling etc.as required. Each 6.00 3235.00 19410.00

9 Supply and fixing of 32 mm dian x2.0 mtlong GI pipe (medium class) bracket formounting pf fluorescent street light fitting onpole including bending the pipe to therequired shape 40mmx3mmflat iron clampsand wriing with 1.5sq.mm wp/pvc wire andpainting the flat iron with primer and finishpaints as required. Each 6.00 713.00 4278.00

10 Earthing complete with galvanized steelearth plate electrode 60x60x6.3mmthickburied directly in ground (earth pit notles than 2.25M deep below groundlevel)with top edge of plate not less than1.5M below normal ground level connectedto galvanised earth lead wirw 4 mm dia bymeans of bolts ,nuts and washer og GI orsteel all as shown in electrical plate no 5connected earth, test point all as specifiedor indicated including testing cpmplete.

Each 6.00 3996.00 23976.00

10 Earthing complete with galvanized steelearth plate electrode 60x60x6.3mmthickburied directly in ground (earth pit notles than 2.25M deep below groundlevel)with top edge of plate not less than1.5M below normal ground level connectedto galvanised earth lead wirw 4 mm dia bymeans of bolts ,nuts and washer og GI orsteel all as shown in electrical plate no 5connected earth, test point all as specifiedor indicated including testing cpmplete.

Each 6.00 3996.00 23976.00

11 P/F M.V danger notice plate of200mmx150mm made of mild steel, atleast2mm thick and vitreous enamelled white onboth sodes and with inscription in single redcolours on front side as required.

Each 6.00 121.00 726.00

12 M&I for painting pf 9.0mtr L.T steel tubulorpoles by two coats of alluminium paints overone coat of primer. Each 6.00 436.82 2620.92

13 Supplying and fixing following way singlepole and neutral , sheet steel, MCBdistribution board 240 volts .onsurface/recess, complete with tinned copperbus bar neutral bus bar, earth bar,din bar,interconnections,powder pointed includingearthing etc. as requiredd ( But withoutMCB/RCCB/Isolator)

Each 6.00 6.00 36.00

TOTAL OF DSR ITEMS 94,300.92

SlNo.


Amount(`)

NON DSR ITEMS

14 Supplying and erection of seamless straight(swaged type) steel tubular polesconforming to IS : 2713 (Part - II) 1980,with welded base plates of size of 400 mm Xa) 410 SP31 (9.0 meter long) NOS 6.00 18500.00 111000.00

15 Supply and fixing 4sqm Twin corealluminium conductor wire connecting of SVlamps fitting

mts 60.00 28.00 1680.0016 Supply, laying and connection of L.T.O.H

lines on existing poles with all alluminiumconductor (AAC) of 7/2.79 mm size with

Kg 240.00 325.00 78000.00

17 Supply and fixing of 150 watt HPSV lightfixture with lamp fixing and connection etc NOS 6.00 10522.50 63135.00

18 Supply and laying cable XLPE insulatedscreened PVC bedded, galvanised steel stripor wire armound electric powerbcable(heavy duty) 1100 volts grade withstandared aluminium conductor of size50sqmm 3.5core. RM 120.00 601.00 72120.00


Documents

VOLUME–IIIengineeringprojects.com/Tender/UploadFiles/3680_Vol-III.pdf · A.2 Non-Schedule Items DEVELOPMENT PART (B) B.1 DSR Items with 28% CI B.2 Non-Schedule Items Income Tax