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ANISO9001&14001COMPANY TENDER DOCUMENT TENDER No: NERO/CON/ASR/LUNGLEI/300 dated: 08/03/2018 FOR TENDER FOR CONSTRUCTION OF 02 NOS SINGLE MEN BARRACK INCLUDING DEVELOPMENT WORKS(G+I) FOR AR BN. HQ AT LUNGLEI (MIZORAM). VOLUME–III PRICE BID/BILL OF QUANTITY

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ANISO9001&14001COMPANY

TENDER DOCUMENT

TENDER No: NERO/CON/ASR/LUNGLEI/300 dated: 08/03/2018

FOR

TENDER FOR CONSTRUCTION OF 02 NOS SINGLE MEN BARRACK INCLUDING DEVELOPMENT WORKS(G+I) FOR AR BN. HQ AT

LUNGLEI (MIZORAM).

VOLUME–III

PRICE BID/BILL OF QUANTITY

SL. NO. SECTION AMOUNT (Rs.)BUILDING PART (A) FOR 1 (ONE BLOCK)

(a) Building (Annexure-I)

(b) Internal Sanitary and fittings (Annexure-II)i) Sanitary Instalationii) Internal Water supply

iii) Internal Drainagec) Internal Electrication(Annexure-III)

TOTAL FOR 1 (ONE) BLOCKFOR 2 (TWO) BLOCKS

TOTAL(A)DEVELOPMENT PART (B)

a) Earthwork excavation (Annexure-IV)

b) Septic Tanks with Sock Pit (Annexure-V)

c) Approch Path & Hard standing (Annexure-VI)

d) Earth Work & Retaning Wall (Annexure-VII)

e) External Water Supply (Annexure-VIII)

f) External Electrification (Annexure-IX) TOTAL(B)

TOTAL(A+B)

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

NERO, Guwahati

ABSTRACT

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

Tender No. NERO/CON/ASR/LUNGLEI/300 Dated: 08.03.2018

(Annexure-I)

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

SUB HEAD - I EARTH WORK

1

Earth work in excavation in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm onplan) including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavatedsoil

cum 369.21

All kinds of soil

2

Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layersnot exceeding 20 cm in wateriing, lead upto to 50mand lift upto 1.5m

cum 121.80

3Supplying and filling in plinth with sand under floorsincluding, watering, ramming consolidating anddressing complete.

cum 26.10

4

Clearing jungle including uprooting of rankvegetation, grass, brush wood, trees and saplings ofgirth upto 30 cm measured at a height of 1 m aboveground leveland removal of rubbish upto a distanceof 50 m outside the periphery of the area cleared.

100sqm 696.00

5

Supplying chemical emulsion in sealed containersincluding delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of20%

Litre 348.00

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

A. BUILDING PART

NERO,Guwahati

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

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

6

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion):Along external wall where the apron is not providedusing chemical emulsion @7.5 liters / sqm of thevertical surface of the substructure to a depth of300mm including excavation channel along the wall& rodding etc. complete:With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

metre 104.00

7

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment(excluding the cost of chemical emulsion):Treatment of soil under existing floors usingchemical emulsion @ one liter per hole, 300 mmapart including drilling 12 mm diameter holes andplugging with cement mortar 1 :2 (1 cement : 2Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.

sqm 348.00

SUB HEAD - II CONCRETE WORK

8Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering - All work upto plinth level1:4:8 (1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) cum 25.64

1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate 40 mm nominal size) cum 34.80

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

9

Providing and laying cement concrete in retainingwalls, return walls, walls (any thickness) includingattached pilasters, columns, piers, abutments,pillars, posts, struts, buttresses, string or lacingcourses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets etc. up to floor fivelevel, excluding the cost of centering, shuttering andfinishing :1:2:4 (1 Cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) cum 2.31

10

Providing and laying damp-proof course 40 mmthick with cement concrete 1:2:4 (1 cement : 2coarse sand(zone -III):4 graded stone aggregate12.5 mm nominal size)

sqm 34.73

11

Applying a coat of residual petroleum bitumen ofpenetration VG 10 of approved quality using 1.7 kgper square metre on damp proof course aftercleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

sqm 34.73

12

Making plinth protection 50mm thick of cementconcrete 1:3:6 (1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) over 75mmbed of dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand including finishing the top smooth.

sqm 78.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

SUB HEAD - III RCC WORK

13

Providing and laying in position machine batchedand machine mixed design mix M-25 grade cementconcrete for reinforced cement concrete work, usingcement content as per approved design mix,including pumping of concrete to site of laying butexcluding the cost of centering,shuttering, finishingand reinforcement, including admixtures inrecommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improveworkability without impairing strength and durabilityas per direction of Engineer-in-charge.

All work upto plinth level cum 110.34All work plinth level upto floor V level cum 185.61

14Add for using extra cement in items of design mixover and above the specified cement content therein quintal 100.00

15Centring and shuttering including strutting, proppingetc. and removal of form for:removal of form for:

aFoundations,footings,bases of columns includingbeams etc. for mass concrete sqm 107.64

bWalls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. sqm 0.00

cSuspended floors, roofs, landings, balconies andaccess platform sqm 708.30

d Shelves (Cast in situ) sqm 36.60

eLintels, beams, plinth beams, girders, bressumersand cantilevers sqm 697.80

fColumns, pillars, piers, abutments, posts and struts

sqm 399.30

g Stairs (excluding landings) except spiral-staircasess. sqm 13.20

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

h Weather shade,chajjas,corbels etc inc sqm 34.02

16

Providing, hoisting and fixing upto floor five levelprecast reinforced cement concrete in lintels, beamsand bressumers including setting in cement mortar1:3 (1 cement : 3 coarse sand), cost of requiredcentering and shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand)on exposed surfaces but excluding the cost ofreinforcement with 1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20mm nominal size).

cum 2.00

17

Steel Reinforcement for R.C.C work includingstraightening, cutting,bending, placing in positionand binding all complete upto plinth level

Thermo-Mechanically Treated bars of grade Fe 500D or more Kg 15,098.12

18

steel Reinforcement for R.C.C work includingstraightening, cutting,bending, placing in positionand binding all complete above plinth level

Thermo-Mechanically Treated bars of grade Fe 500D or more Kg 27,960.00

19

Providing precast cement concrete Jali 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate6mm nominal size) reinforced with 1.6 mm dia mildsteel wire including centering and shuttering,roughening cleaning, fixing and finishing in cementmortar 1:3 (1 cement: 3 fine sand) etc. completeexcluding plastering of the jambs, sills and soffits.

50 mm thick sqm 39.90

20Add or deduct for plaster drip course/ groove inplastered surface or moulding to R.C.C. projections. metre 150.00

SUB HEAD -IV BRICKWORK

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

21Brick work with common burnt clay FPS (nonmodular)bricks of class designation 75 in foundationand plinth in:Cement mortar 1:4(1 cement : 4 coarse sand) cum 35.85

22

Brick work with common burnt clay FPS (nonmodular) bricks of class designation 75 inSuperstructure above plinth upto floor V level in allshapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand)Cement mortar 1:6(1 cement : 6 coarse sand) cum 178.02

23Half brick masonry with common burnt clay FPS (nonmodular) bricks of class designation 7.5 inSuperstructure above plinth upto floor V levelCement mortar 1:4 (1 cement : 4 coarse sand) sqm 283.87

24Extra for providing and placing in position 2 Nos.6mm dia MS bars at every 3rd course of half brickmasonry

sqm 283.87

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

SUB HEAD -V MARBLE & GRANITE WORKS

25

Providing and fixing 18 mm thick gang saw cut,mirror polished, premoulded and prepolished,machine cut for kitchen platforms, vanity counters,window sills , facias and similar locations of requiredsize, approved shade, colour and texture laid over20 mm thick base cement mortar 1:4 (1 cement : 4coarse sand), joints treated with white cement, mixedwith matching pigment, epoxy touch ups, includingrubbing, curing, moulding and polishing to edges togive high gloss finish etc. completeat all levels.

eRaj Nagar Plain white marble/ Udaipur greenmarble/Zebra area of slab over 0.50 sqm sqm 41.78

26

Extra for providing edge moulding to 18mm thickmarble stone counters,Vanities etc. over Item No.8.2 including machine polishing to edge to give highgloss finish etc. complete as per design approved byEngineer-in-ChargeMarble work Metre 148.20

27

Extra for fixing marble /granite stone, over andabove corresponding basic item, in facia and dropsof width upto 150 mm with epoxy resin basedadhesive, including cleaning etc.complete.

Metre 27.60

28

Extra for providing opening of required size & shapefor wash basins/kitchen sink in kitchen platform,vanity counters and similar location in marble/stonework including necessary holes for pillar taps etc.including rubbing and polishing of cut edges etc.complete.

each 4.00

SUB HEAD -VI WOOD & PVC WORKS

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

29

Providing and fixing ISI marked flush door shuttersnon -decorative type, core of block boardconstruction with frame of 1st class hard wood andwell matched commercial 3 ply veneering withvertical grains or cross bands and face veneers onboth faces of shutters.35 mm thick including ISI marked Stainless Steelbutt hinges with necessary screws. sqm 35.70

30

Extra for providing lipping with 2nd class teak woodbattens 25 mm minimum depth on all edges ofshutters (over all area of door shutter to bemeasured)

sqm 35.70

Providing and fixing 18 mm thick, 150 mm widepelmet of flat pressed 3 layer or graded woodparticle board medium density grade I, IS : 3087marked, including top cover of 6 mm commercial plywood conforming to IS: 303 BWR grade, nickelplated M.S. pipe 20 mm dia (heavy type) curtain rodwith nickel plated brackets, including fixing with 25x3mm M.S. flat 10 cm long fixed to pelmet with hollockwood cleats of size 100 mm x 40 mm x 40 mm onboth inner side of pelmet and rawl plugs 75 mm longetc. all complete.

31

Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square orround bars etc. including priming coat with approvedsteel primer all complete.Fixed to steel windows by welding kg 1,438.20

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

32

Providing 40x5 mm flat iron hold fast 40 cm longincluding fixing to frame with 10 mm diameter bolts,nuts and wooden plugs and embedding in cementconcrete block 30x10x15cm 1:3:6 mix (1 cement:3coarse sand: 6 graded stone aggregate 20mmnominal size).

each 12.00

33Providing and fixing oxidised M.S. Safety chain withnecessary fixtures for doors, (weighting not less than450 gms).

each 6.00

34

Providing and fixing aluminium sliding door bolts, ISImarked anodised anodic coating not less than gradeAC 10 as per IS : 1868), transparent or dyed torequired colour or shade, with nuts and screws etc.complete :300x16mm each 28.00

35

Providing and fixing aluminium tower bolts ISImarked anodised (anodic coating not less thangrade AC 10 as per IS: 1868) transparent or dyed torequired colour or shade with nuts and screws etc.complete-

a 250 X 10 mm each 28.00b 200X 10 mm each 28.00

36

Providing and fixing aluminium handles ISI markedanodised (anodic coating not less than grade AC 10as per IS: 1868) transparent or dyed to requiredcolour or shade with nuts and screws etc. complete-

125 mm each 56.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

37

Providing and fixing aluminium hanging floor doorstopper, ISI marked,anodised (anodic coating notless than grade AC 10 as per IS : 1868)transparentor dyed to required colour and shade,with necessaryscrews etc. complete.

each 28.00

Twin rubber stopper

38

Providing and fixing factory made PVC door frameof size 50x47 mm with a wall thickness of 5 mm.made out of extruded 5 rigid PVC foam sheet mitredat corners and joined with 2 Nos. of 150 mm longbrackets of 15x15mm M.S. square tube,the verticaldoor profiles to be reinforced with 19x19 mm M.S.squire tube of 19 guage, EPDM rubber gasketweather seal to be provided through out the frame.The door frame to be fixed to the wall using M.S.screws of 65/100 mm size complete as permanufactures specification and direction of Engineer-in-charge

metre 79.20

39

Providing and fixing factory made panel PVC doorshuttersfrom M.S. tube of 19 guage thickness, size19x19 mm for styles and 15x15 mm for top andbottom rails,covered with heat moulded PVC "C"channel of 5 mm thick and 75 mm wide PVC sheetsfor top rail,lock rail and bottom rail on either side and5 mm thick 20mm wide cross PVC sheet as gapinsert for top rail and bottom rial,panelling of 5mmthick PVC sheet fitted in the M.S. framewelded/sealed to the styles and rails with 5x30mmPVC sheet beading on either side and joinedtogether with solvent cement adhesive etc., completeas per manufacture specification and direction ofEngineer-in-charge fixed to frames with 4 Nos.M.S.powder coated butt hinges (For W.C. and bathroomshutters).

30 mm thick prelaminated PVC door shutters Sqm 25.20

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

40

Providing and fixing fly proof stainless steel grade304 wire gauge, to windows and clerestory windowsusing wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50 mm allcomplete.

With 12 mm mild steel U beading Sqm 95.88SUB HEAD -VII STEEL WORK

41

Structural steel work in single section fixed withoutconnecting plate including cutting hoisting, fixing inposition & applying priming coat of approved steelprimer all complete.

kg 10.00

42

Providing and fixing 1mm thick M.S. sheet door withframe of 40x40xmm angle iron and 3mm M.S. gussetplates at the junctions and corners, all necessaryfittings complete, including applying a priming coat of approved steel primer.

Using M.S. angels 40x40x6mm for diagonal braces.sqm 0.00

43

Providing and fixing factory made ISI marked steelglazed doors, windows and ventilators, side /top/centre hung, with beading and all members such asF7D, F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flashbutt welded and sash bars tenoned and riveted,including providing and fixing of hinges, pivots,including priming coat of approved steel primer, butexcluding the cost of other fittings, complete all asper approved design, (sectional weight of only steelmembers shall be measured for payment).

Fixing with 15x3 mm lugs 10 cm long embedded incement concrete block 15x10x10 cm of C.C. 1:3:6 (1Cement : 3 coarse sand:6 graded stone aggregate20 mm nominal size)

kg 4,144.80

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

44

Providing and fixing pressed steel door framesconforming to IS: 4351,manufactured fromcommercial mild steel sheet of 1.60 mmthickness,including hinges, jamb, lock jamb, beadand if required angle threshold of mild steel angle ofsection 50x25 mm, or base ties of 1.60 mm, pressedmild steel welded or rigidly fixed together bymechanical means, including M.S. pressed butthinges 2.5 mm thick with mortar guards, lockstrikeplate and shock absorbers as specified andapplying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:Profile C Fixing with adjustable lugs with split endtail to each jamb metre 57.00

Profile E Fixing with adjustable lugs with split endtail to each jamb metre 10.40

45Providing and fixing circular/ Hexagonal cast iron orM.S. sheet box for ceiling fan clamp of internal dia140mm, 73mm height, top lid of 1.5mm thick M.S.sheet with its top surface hacked for proper bonding,

each 24.00

46

Steel work welded in built-up section/framed workincluding cutting, hoisting, fixing in position andapplying a priming coat of approved steel primerusing structural steel etc. as requiredIn gratings, frames, guard bar, ladders, balcony andstaircase railings, brackets, gates and similar works Kg. 1,890.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

47Providing & fixing fly proof wire gauze to windows,clerestory windows & doors with M.S. Flat 15x3 mmand nuts & bolts complete.

Providing & fixing glass panes with putty and glazingclips in steel doors,windows, clerestory windows, allcomplete with :4.0 mm thick glass panes sqm 95.88SUB HEAD -VIII FLOORING

48

Cement concrete flooring 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate) finished with afloating coat of neat cement, including cement slurry,but excluding the cost of nosing of steps etc.complete

sqm 17.63

40 mm thick with 20 mm nominal size stoneaggregate

49Cement plaster skirting (upto 30cm height) withcement morter 1:3 (1 cement 3 coarse sand) finishedwith a floating coat of neat cement.

18mm thick sqm 2.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

50

40 mm thick marble chips flooring, rubbed andpolished to granolithic finish, under layer 28 mmthick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 12.5 mm nominalsize) and top layer 12 mm thick with white, black,chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal size, laid in cementmarble powder mix 3:1 (3 cement : 1 marble powder)by weight in proportion of 2:3 (2 cement marblepowder mix : 3 marble chips) by volume, includingcement slurry etc. complete :

Medium shade pigment using 50% white cement and50% ordinary cement sqm 562.64

51

Marble chips skirting up to 30 cm height, rubbed andpolished to granolithic finish, top layer 6 mm thickwith white, black, chocolate, grey, yellow or greenmarble chips of sizes from smallest to 4 mm nominalsize, laid in cement marble powder mix 3:1 (3cement : 1 marble powder) by weight in proportion of4:7 (4 cement marble powder mix : 7 marble chips)by volume :18 mm thick with under layer 12 mm thickin cement plaster 1:3 (1 cement : 3 coarse sand) :

Medium shades pigment using 50% white cementand 50% ordinary cement sqm 56.26

52

Kota stone slab flooring over 20 mm (average) thickbase laid over and jointed with grey cement slurrymixed with pigment to match the shade of the slab,including rubbing and polishing complete with baseof cement mortar 1 : 4 (1 cement : 4 coarse sand) :

25 mm thick sqm 107.60

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

53

Kota stone slabs 20 mm thick in risers of steps,skirting, dado and pillars laid on 12 mm (average)thick cement mortar 1:3 (1 cement: 3 coarse sand)and jointed with grey cement slurry mixed withpigment to match the shade of the slabs, includingrubbing and polishing complete.

sqm 18.06

54

Providing and fixing Ist quallity ceramic glazed walltiles conforming to IS: 15622 (thickness to bespecified by the manufacture) of approved make inall colours, shades except burgundy, bottle green,black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3 (1 cement: 3coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including pointing in white cementmixed with pigment of matching shade complete.

Sqm 294.00

SUB HEAD -IX ROOFING

55

Making khurras 45x45 cm with average minimumthickness of 5 cm cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate of 20 mmnominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1cement : 3 coarse sand) and a coat of neat cement,rounding the edges and making and finishing theoutlet complete.

each 8.00

56

Providing and fixing on wall face unplasticised RigidPVC rain water pipes conforming to IS : 13592 TypeA, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.75 mm diameter metre 56.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

57

Providing and fixing on wall face unplasticised - PVCmoulded fittings/ accessories for unplasticised RigidPVC rain water pipes conforming to IS : 13592 TypeA, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion

a Coupler75 mm diameter each 10.00

b Single tee without door75x75x75 mm each 8.00

c Bend 87.5°75 mm bend each 8.00

58

Providing and fixing unplasticised -PVC pipe clips ofapproved design to unplasticised - PVC rain waterpipes by means of 50x50x50 mm hard wood plugs,screwed with M.S. screws of required length,including cutting brick work and fixing in cementmortar 1:4 (1 cement : 4 coarse sand)and makinggood the wall etc. complete.75 mm each 80.00SUB HEAD - X - Finishing

59 12mm cement plaster of mix:1:46( 1 cement : 4 fine sand) sqm 376.12

60 15mm cement plaster of mix:1:6 ( 1 cement : 4 fine sand) sqm 376.12

61

18 mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement : 5 coarsesand) finished with a top layer 6 mm thick cementplaster 1:6 (1 cement : 6 fine sand).

sqm 812.85

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

62 6mm cement plaster to ceiling of mix:1:3 (1 cement : 3 fine sand) sqm 788.00

63

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

per bag of 50 kg

cement used

in the mix

100.00

64Extra for plastering exterior walls of height more than10 m from ground level for every additional height of3 m or part thereof.

SQM 100.00

65 White washing with lime to give an even shadeNew work(three or more coats) sqm 788.00

66Colour washing such as green, blue or buff to givean even shadeNew work (two or more coats) with a base coat ofwhite washing with lime sqm 0.00

67Distempering with oil bound washable distemper ofapproved brand and manufacture to give an evenshade :New work (two or more coats) over and includingwater tinnable priming coat with cement primer sqm 752.24

68Finishing walls with Premium Acrylic Smooth exteriorpaint with Silicone additives of required shade

New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/ 10 sqm)

sqm 812.85

69 Applying priming coat

aWith ready mixed pink or Grey primer of approvedbrand and manufacture on wood work (hard and softwood)

sqm 85.68

bWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steelgalvanised iron/ steel works

sqm 288.33

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

cWith ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel work(second coat)

sqm 288.33

70Painting with synthetic enamel paint of approvedbrand and manufacture to give an even shadeTwo or more coats on new work. sqm 374.01

71

Providing and applying white cement based putty ofaverage thickness 1 mm, of approved brand andmanufacturer, over the plastered wall surface toprepare the surface even and smooth complete.

sqm 1,540.24

SUB HEAD - XIII WATERPROOFING WORK

72

Providing and laying water proofing treatment tovertical and horizontal surfaces of depressed portionof toilet and kitchen and the like consisting of:1) First course of applying cement slurry @ 4.4Kg./sq. m. mixed with water proofing compound,2) Second course of 20mm Cement plaster 1:3mixed with WP compound, 3) IIIrd course of appling blown or residual bitumenat 1.7 Kg/Sqm, 4) IVth course of 400 micron PVC sheet

Sqm 57.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

73

Providing and laying integral cement based waterproofing treatment including preparation of surfaceas required for treatment of roofs, balconies,terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75kg/sqm. of cement admixed with water proofingcompound conforming to IS. 2645 and approved byEngineer-in-charge over the RCC slab includingadjoining walls upto 300mm height includingcleaning the surface before treatment.(b) Laying brick bats with mortar using brokenbricks/brick bats 25 mm to 115mm size with 50% ofcement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-chargeover 20 mm thick layer of cement mortar of mix 1:5(1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 andapproved by Engineer-in-charge to required slopeand treating similarly the adjoining walls upto 300mm height including rounding of junctions of wallsand slabs

Sqm 10.00

Sl. No

Description Unit Qty. Rate (Rs) Amount (Rs.)

(c) After two days of proper curing applying a secondcoat of cement slurry using 2.75kg/ sqm of cementadmixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointlesscement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conformingto IS : 2645 and approved by Engineer-in-chargeincluding laying glass fibre cloth of approved qualityin top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and makingpattern of 300x300 mm square 3mm deep.(e) The whole terrace so finished shall be floodedwith water for a minimum period of two weeks forcuring and for final test. All above operations to bedone in order and as directed and specified by theEngineer-in-Charge :With average thickness of 120mm and minimumthickness at khurra as 65 mm.

P/L APP modified prefabricated five layer 3 mm thickwater proofing membrane. Sqm 415.00

74Providing and fixing Chicken Wire Mesh at the Jointof RCC & B/w Sqm 151.35

75 P/F MS Lockers for Cupboards each 8.00

76 P/F Cupboards each 16.00Total carried forward to abstract Sl. No. A (a)

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs.) AMOUNT (Rs.)

1

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand castIron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, withmanually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixturescomplete, including cutting and making good the walls and floors wherever required :

White Vitreous china Orissa pattern W.C. pan of size Each 8.00

2

Providing and fixing white vitreous china flat back half stall urinal ofsize 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard sizeC.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting asper IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass,including paintingof fittings and cutting and making good the walls and floors wherever required :

Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 8.00

3White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brasspillar tap Each 10.00

4Providing and fixing white vitreous china pedestal for wash basin completely recessed atthe back for the reception of pipes and fittings Each 10.00

5Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittingscomplete.

Flexible pipea 32 mm dia Each 10.00

6Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality)complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screwsand washers complete.

Each 10.00

7 Providing and fixing toilet paper holder

Vitreous china Each 8.00

1) SANITARY INSTALLATION

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ atLunglei(Mizoram)

Internal Sanitary and fittings for 01 Block (G+I)

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

NERO,Guwahati (Annexure-II)

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs.) AMOUNT (Rs.)

8Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CPbrass screws with concealed fittings arrangement of approved quality and colour.

450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88mm, weighing not less than 170 gms Each 8.00

9 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length

15 mm nominal bore Each 10.00 10 Providing and Fixing shower rose with 15 or 20mm inlet

150mm diameter Nos. 8.00 11 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

a)15 mm nomial bore Nos. 8.00

12Providing and fixing C.P. brass long nose bib cock of approved quality conforming to ISstandards and weighing not less than 810 gms.15 mm nominal bore Nos. 16.00

13Providing and fixing C.P. brass stop cock (concealed) of standard design and of approvedmake conforming to IS:8931.

15 mm nominal bore Nos. 8.00

14Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approvedquality conforming to IS:8931

a) 15 mm nominal bore Nos. 26.00

15Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, heightof 75mm with concealed fitting arrangements, weighing not less than 106 gms. Nos. 8.00

Total carried forward to abstract Sl. No. A (b) (i)

Sl. No. Description Unit Qty Rate (Rs) AMOUNT(Rs)

1

Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes, havingthermal stability for hot & cold water supply including all CPVC plain & brassthreaded fittings including fixing the pipe with suports, clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement andthe cost of cutting chases and making good the same including testing of jointscomplete as per direction of Engineer-In-Charge.

Concealed work including cutting chases and making good the walls etc.a 15 mm dia Metre 350b 20 mm dia Metre 70

2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermalstability for hot & cold water supply, including all CPVC plain & brass threadedfittings, including fixing the pipe with clamps at 1.00 m spacing. This includesjointing of pipes & fittings with one step CPVC solvent cement and testing ofjoints complete as per direction of Engineer in Charge.

Internal work - Exposed on wall and terracea 15 mm nominal outer dia Pipes Metre 15b 20 mm nominal outer dia Pipes Metre 15c 25 mm nominal outer dia Pipes Metre 90d 32 mm nominal outer dia Pipes Metre 40

3 Providing and Fixing brass Stop Cock of Approved Quality

15 mm nominal bore each 5

2) INTERNAL WATER SUPPLY

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ atLunglei(Mizoram)

Internal Sanitary and fittings for 01 Block (G+I)

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

NERO,Guwahati(Annexure-II)

Sl. No. Description Unit Qty Rate (Rs) AMOUNT(Rs)

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

a 25 mm nominal bore each 2c 32 mm nominal bore. each 2

5 Providing and fixing ball valve (brass) of approved quality, High or low pressure,with plastic floats complete :

b 20 mm nominal bore each 4

6

Providing and placing on terrace (at all floor levels) polyethylene water storagetank, ISI : 12701 marked, with cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflow pipes but without fittingsand the base support for tank.

per litre 5000

Total carried forward to abstract Sl. No. A (b) (ii)

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs) AMOUNT (Rs)

1

Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, anddressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soilas required, in layers not exceeding 20 cm in depth, includingconsolidatingeach deposited layer by ramming, watering, etc. and disposingof surplus excavated soil as directed,within a lead of 50 m :

All kinds of soilPipes, cables etc, not exceeding 80 mm dia. Metre 25

2Steel work welded in built up sections/framed work including cutting hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc.as required.

In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. kilogram 150.00

3

Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conformingto IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketedpipes.

75 mm diameter Metre 40.00

4

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

a Single Push fit coupler

3) INTERNAL DRAINAGE

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ atLunglei(Mizoram)

Internal Sanitary and fittings for 01 Block (G+I)

NERO,Guwahati

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

(Annexure-II)

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs) AMOUNT (Rs)

75 mm diameter each 8.00 b Single Tee with door

75x75x75 mm dia each 8.00 c Bend 87.5 Deg

75 mm dia each 8.00 d Shoe (Plain)

75 MM DIA each 8.00

5

Providing and Fixing on wall face unplasticised - PVC pipe clips of approveddesign to unplasticised - PVC rain water pipes by means of 50 x 50 x 50 mmhard wood plugs, screwed with M.S. screws of required length includingcutting brick work and fixing in cement mortar 1:4 (1 Cement: 4 Coarsesand) and making good the walls etc. complete

75 mm dia each 40.00 6 Providing and fixing PTMT grating of approved quality and colour.a Circular typeb 125 mm nominal dia with 25 mm waste hole Nos. 30.00

7Providing, laying and jointing glazed stoneware pipes class SP-1 with stiffmixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)including testing of joints etc. complete :

150 mm diameter Metre 25

8Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10graded stone aggregate 40 mm nominal size) all-round S.W. pipes includingbed concrete as per standard design :150 mm diameter S.W. pipe Metre 25.00

9

Providing and fixing square-mouth S.W. gully trap class SP-1 completewithh C.I. grating brick masonry chamber withh water tight C.I. cover withhframe o f 300 x300 mm size (inside) the weight of cover to be not less than4.50 kg and frame to be not less than 2.70 kg as per standard design:

100x100 mm size P type withh common burnt clay F.P.S. (non modular)bricks of class designation 7.5 Nos. 10.00

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs) AMOUNT (Rs)

10

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4coarse sand ) withh R.C.C. top slab withh 1:2:4 mix (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size), foundation concrete1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size), inside plastering 12 mm thick withh cement mortar 1:3 (1cement : 3 coarse sand) finished withh floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4graded stone aggregate 20 mm nominal size) finished withh a floating coatof neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover withh frame (lightduty) 455x610 mm internal dimensions, total weight of cover and frame to benot less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

a Withh common burnt clay F.P.S. (non-modular ) bricks of class designation7.5 Nos. 6.00

11

Supplying and fixing PVC pipes conforming to IS 4985 class III, 6 kg/sq.cm pressure for lines with all required specials such as plain bends, singlejunctions, elbows, crosses, unions, shoes, door bends, double junctions,vent cowls,traps etc. with or without door including cutting masonry orconcrete floors, sunshades, etc and making the holes good after finishingthe work. wherever necessary and jointing pipes with approved qualityresin cement and fixing pipes with MS fixing clamps screwed on towooden plugs embedded in masonry wherever required and painting theclamps with two coats of enamel paint over one coat primer. This includestesting of joints complete at all levels. for waste water lines

Sl. No. DESCRIPTION UNIT Qty. Rate (Rs) AMOUNT (Rs)

Supplying and fixing PVC pipes conforming to IS 4985 class III, 6 kg/sq.cm pressure for lines with all required specials such as plain bends, singlejunctions, elbows, crosses, unions, shoes, door bends, double junctions,vent cowls,traps etc. with or without door including cutting masonry orconcrete floors, sunshades, etc and making the holes good after finishingthe work. wherever necessary and jointing pipes with approved qualityresin cement and fixing pipes with MS fixing clamps screwed on towooden plugs embedded in masonry wherever required and painting theclamps with two coats of enamel paint over one coat primer. This includestesting of joints complete at all levels. for waste water lines

110mm or nearest outer dia. RM 125Total carried forward to abstract Sl. No. A (b) (iii)

(Annexure-III)

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

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 FRLS

PVC insulated copper conductor single core cable in surface / recessed medium classPVC conduit, with modular switch, modular plate, suitable GI box and earthing thepoint with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc asrequired.Group-B Point 125

2.0 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductorsingle core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing asrequired.

Metre 400

3.0 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLSPVC insulated copper conductor, single core cable in surface/ recessed medium classPVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 3502 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 1502 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 110

4.0 Supplying and fixing following modular switch/ socket on the existing modular plate &switch box including connections but excluding modular plate etc. as required.

5/6 amp switch Each 105

NERO,Guwahati

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

Internal Electrification for 01 Block (G+I)

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

5.0 Supplying and fixing stepped type electronic fan regulator on the existing modularplate switch box including connections but excluding modular plate etc. as required. Each 0

6.0 Supplying and fixing modular blanking plate on the existing modular plate & switch boxexcluding modular plate as required. Each 7

7.0 Supplying and fixing suitable size GI box with modular plate and cover in front onsurface or in recess, including providing and fixing 3 pin 5/6 amps modular socketoutlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to beused in non residential buildings).

Each 20

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

Each 8

9.0 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete asrequired. Each 0

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

Each 24

11.0 Installation of exhaust fan in the existing opening, including making good the damage,connection, testing, commissioning etc. as required.Upto 450 mm sweep Each 8

12.0 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.Each 8

SUB HEAD -II : DISTRIBUTION BOARD1.0 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution

board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar,earth bar, din bar, interconnections, powder painted including earthing etc. as required.(But without MCB/RCCB/Isolator)

2+12 Way Double Door Each 1

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

2.0 Supplying and fixing following way prewired vertical type TP&N MCB distribution board ofsteel sheet for 415 volts on surface/ recess complete with loose wire box of sheet steel,dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar,common neutral link, earth bar, din bar for mounting MCB's, terminal connectors for allincoming and outgoing circuits, duly prewired with adequate size of FR PVC insulatedcopper conductor upto the terminal connector/ neutral link, earthing etc as required (Butwithout MCB/ RCCB/ Isolator). (Note : Prewired vertical type MCB TPDB is normally usedwhere 3 phase outlets are required.)

6 Way Double Door Each 43.0 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit

breaker suitable for inductive load of following poles in the existing MCB DB completewith connections, testing and commissioning etc. as required.Single pole Each 50Double Pole each 4

3.0 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. asrequired. Each 6

4.0 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts,residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperesin the existing MCB DB complete with connections, testing and commissioning etc. asrequired.63 amps Each 6SUB HEAD - IV : EARTHING & LIGHTNING PROTECTION SYSTEM

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

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

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

Metre 20

3.0 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc.as required. Metre 20

4.0 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I.tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate includingholes etc. complete as required.

Each 2

5.0 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any othermetallic object) by riveting / nut bolting/ sweating and soldering etc as required. Each 2

6.0 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall forlightning conductor complete as required.(For horizontal run) Metre 110

7.0 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall forlightning conductor complete as required.(For vertical run) Metre 35

8.0 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long,with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. Each 7

9.0 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground asrequired. Metre 150

SUB HEAD - V : LIGHTING FIXTURE & FAN1.0 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact

fluorescent fitting of all types, complete with all accessories and tube etc. directly onceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copperconductor, single core cable and earthing etc. as required.

Each 48

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

Each 24

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

TV TELEPHONE1.0 Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper

conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVCconduit as required.2 Pair Metre 0

2.0 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PEinsulated, shielded with fine tinned copper braid and protected with PVC sheath in theexisting surface/ recessed steel/ PVC conduit as required.

Metre 60

3.0 Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/recess including cutting the wall and making good the same incase of recessed conduit as required.25 mm Metre 400

4.0 Supplying and fixing following modular switch/ socket on the existing modular plate &switch box including connections but excluding modular plate etc. as required.

TV antenna socket outlet Each 85.0 Supplying and fixing following size/ modules, GI box alongwith modular base & cover

plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) Each 286Module (200 mmX75mm) Each 18Supply of Light fixture as given below

3.0 Supply of 20W wall mounted LED Batten light. Make- Polycab, Model- (LD00103103) orEquivalent to Philips, Wipro, Bajaj, Havels. Each 48

4.0 Supply of 10W surface mounted circular LED light. Make- Polycab, Model- (LD00112001)or Equivalent to Philips, Wipro, Bajaj, Havels. Each 20

6.0 Supply of 12W LED Wall Bracket Light. Make- Polycab, Model- (LLP0101055) orEquivalent to Philips, Wipro, Bajaj, Havels. Each 20

7.0 Supply of 9W PL Bulk head light. Make- Polycab, Model- (PID0801011) or Equivalent toPhilips, Wipro, Bajaj, Havels. Each 3

8.0 Supply of Ceiling Fan of 1400mm sweep complete erected in position with allaccessories.(Make- Havels) or Equivalent to Orient, Cropton Greave. Each 24

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

9.0 Supplying of Exhaust Fan Heavy duty 230V A.C 50 cycles 375 mm 1400 RPMcomplete erected in position with all accessories.(Make- Havels) Each 8

10.0 Supplying & Installation of Electric Geyser 15 Lit complete erected in position with allaccessories.(Make- Havels) Each 8

METER BOARDSupply, installation, testing and commissioning of front operated, front / back access,cubicle type, indoor duty, floor / wall / recess / surface mounted (as specified), totallyenclosed dust and vermin proof switchboards / panels with minimum Ingress protectionclassification of IP 44, fabricated from 2 mm thick CRCA sheets with dip coat priming andepoxy powder coated finish. The panel must be suitable for 415 volts 3 phase, 4 wire, 50Hz, system , must be able to withstand symmetrical fault level of 50 KA for 1 sec at 415 Vand must include all interconnections, earthing and bonding requirements etc. The panelmust conform to standards, as required and as given below.

The Switchboard shall be provided with detachable gland plates for entry of cables fromthe top / bottom as required.All live accessible parts shall be shrouded and all equipment shall be finger touch proof.The busbars shall be insulated with heat shrinkable sleeves. SMC / DMC shrouds andbusbar supports suitably spaced shall be used. Hinged doors with padlocking facility shallbe provided on all outgoing feeders with switch handles lockable in OFF position.

The panel shall have aluminium busbars with bar type feeder connections, spacers etc.with full sized neutral.Earthing all components, frame etc. to a common internal earth bar of size 25 x 6 mmCu.Panel / Switchboard board design shall be compact and components / accessories ofcompact sizes shall be used to economise the room space available. Employer reservethe right to seek compact items inplace of larger ones.

Sl. No. Description Unit QTY Rate (Rs) Amount (Rs)

Incoming1 No. 63 A, TPN, 35 kA, MCCB having Thermal Magnetic Trip Unit with protectionagainst Overload & Short Circuit, 0-63 A Digital Ammeter with inbuilt ASS, 2 Nos. CT63/5A, class 1.0 for metering and LED Indication Lamp for ON, OFF & TRIP.Bus BarsElectrolytic high conductivity 3P, 4W aluminium conductor bus-bars rated 100 Amps,suitable to withstand symetrical fault level of 35 KA for 1 second at 415 volts and withnecessary heat shrinkable sleeving.Outgoings:4 Nos. 40 A DP MCB 15 KA1 Nos. 10-40 A Single -phase, 2-wire, 220 V AC Digital Energymeter2 Nos. 10A DP MCBMeter Board complete as above and as required. Each 1

Total carried forward to abstract Sl. No. A (c)

Sl No. Description of Works A/U Quantity Rate (Rs) Amount (Rs)

1

Earthwork in excavation by mechanical means (Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 Sqmon plan) includingdressing of sides and ramming of bottoms, lift up to 1.5 m including getting out theexcavated soil and disposal of surplus excavated soil as directed within a lead of 50 m

(a) All kinds of soil CUM 300.00

2

Earthwork in excavation by mechanical means (Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 Sqmon plan) includingdressing of sides and ramming of bottoms, lift up to 1.5 m including getting out theexcavated soil and disposal of surplus excavated soil as directed within a lead of 50 m

Ordinary rock CUM 0.00

3Filling with available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc in layers not exceeding 20 cm in depth, consolidationg each depositedlayer by ramming and watering lead upto 50 m and lift upto 1.5 m CUM

0.00

4 Carriage up to 1.0km CUM 0.00

Earthwork excavation

Total carried forward to abstract Sl. No. B (a)

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

NERO,Guwahati(Annexure - IV)

(Annexure - V)

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

1

Earthwork in excavation by mechanical means (Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 Sqmon plan) including dressingof sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil anddisposal of surplus excavated soil as directed within a lead of 50 m

(a) All kinds of soil CUM 44.00

2Providing & laying in position 125 thk.cement concrete of specified grade excluding the cost ofcentering and shuttering - all works upto Plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 gradedstone aggrgate 40 mm nominal size)

CUM 2.50

3Providing & laying in position 125 thk.cement concrete of specified grade excluding the cost ofcentering and shuttering - all works upto Plinth level 1:2:4(1 Cement : 2 coarse sand : 2 gradedstone aggrgate 20 mm nominal size)

CUM 2.50

4Providing & laying in position specified grade of reinforces cement concrete excluding the cost ofcentering, shuttering, finishing and reinforcement - all work upto Plinth level

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

5Centering & Shuttering including strutting, propping etc. and removal of form for suspendedfloors, roofs, landings, balconies and access platform Sq.M 12.00

6Reinforcement for R.C.C work including straightening, cutting, bending placing in position andbinding all complete

(a) Themo-Mechanically Treated bars KG 750.00

7Cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 gradded Stone aggregate) finished with afloating Coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete

(a) 50 mm thick with 20 mm nominal size stone aggregate Sq.M 15.00

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

NERO,Guwahati

External Sewage Line with Septic Tank & Soakpit (Capacity above 100 nos user-2nos.)

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

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

9Filling with available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc.at all levels in layers not exceeding 20 cm in depth consolidating each deposited layer byramming and watering, lead upto 50 m and lift up to 1.5 m

CUM 11.00

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

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

11Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 gradded stonneaggregate 40 mm nominal size) all round S.W pepes including bed concrete as per standarddesing

(a) 150 mm diameter S.W. pipe RM 40.00

12 Construction of brick masonary chamber of inside dimension 60 cm X 60 cm X 75 cm inside, inbrick work in cement mortar1:4 Each 4.00

13Making soack pit 2.5 diameter 3.0 meter dep with 45 X 45 cm dry brick honey camb shaft withbricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as perstandard design

a) With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 1.00For 01 (One) Block For 02 (Two) Blocks

Total carried forward to abstract Sl. No. B (b)

(Annexure -VI)

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

1 Earthwork in excavation by mechanical means (Hydraulic excavation) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 Sqmon plan) includingdressing of sides and ramming of bottoms, lift up to 1.5 m including getting out theexcavated soil and disposal of surplus excavated soil as directed within a lead of 50 m

(a) All kinds of soil CUM 45.002 Filling with available excavated earth (excluding rock) in trenches, plinth, sides of

foundation etc in layers not exceeding 20 cm in depth, consolidationg each depositedlayer by ramming and watering lead upto 50 m and lift upto 1.5 m

CUM 15.00

3 Providing & laying in position150thk cement concrete of specified grade excluding thecost of centering and shuttering - all works upto Plinth level 1:2:4 (1 Cement : 3 coarsesand : 6 graded stone aggrgate 20 mm nominal size)

CUM 45.00

4 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat ofneat cement on the rough side of single or half brick wall Sq.M 0.00

5 Steel work in build up tubular(round,square or rectangular hollow tubes etc) etc.including cutting ,hoisting,fixing in position and applying a priming coat of approved steelprimer including welding and bolted special shaped washers etc.complete.

Kg 0.00

6 Chequerred precast cement concrete tiles 22 mm thick in footpath and couuryard, joints----------- on 20 mm thick bed of cement moter 1:4 (1 cement:4 coarse sand). sqm 0.00

7 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 with Manualy

CUM 45.00

Approach Path ,Harding (300.00Sqm) and Railing

Total carried forward to abstract Sl. No. B (c)

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

NERO,Guwahati

Sl. No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

1 Earthwork, in excavation over areas (exceeding 30 cm 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 be levelled and neatlydressed for a) All kinds of soil

CUM 135.00

2 Filling with available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layersnot exceeding 20 cm in depth, consolidationg each deposited layer by ramming and watering lead upto 50m and lift upto 1.5 m

CUM 35.00

3 Providing and laying in position cement concrete 1:3:6 (1 cement : 3 course sand : 6 graded stoneaggregate of 40 mm nominal size) of specified thickness including the cost of centering / shuttering etccomplete upto plinth level.

CUM 34.00

4 Providing and laying Random rubble masonry with hard stone including levelling up with cement concrete 1: 6 : 12 (1 cement : 6 coarse sand : 12 graded stone aggregate of 20 mm nominal size) at all levels withcement mortars 1 : 6 (1 cement : 6 coarse sand)

CUM 500.00

5 Providing coping work at the top of the Random rubble masonary wall with PCC 1 : 2 : 4 (1 cement : 2coarse sand : 4 graded stone aggregate of 20 mm nominal size). CUM 12.00

6 Providing pointing work at the wall of random rubble masonary with cement mortor 1:3 (1 cement : 3 finesand) Sq.M 480.00

7 U-PVC pipes 75 dia mm MTR 90.00

Earth Work & Retaning Wall (160.00m Length -3.0 M height)

Total carried forward to abstract Sl. No. B (d)

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

NERO,Guwahati(Annexure - VII)

Sl. No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

1 Supply & laying G.I. pipe complete with GIa) 65 mm dia nominal Bore RM 100.00b) 50 mm dia nominal Bore RM 100.002 Making connection of G.I. distribution branch

a) 50 to 80 mm dia nominal Bore Each 20.003 Providing & fixing bras gate CI wheel of approvaed quality.

a) 65 mm dia nominal Bore Each 6.00b) 50 mm dia nominal Bore Each 6.004 Construction of brick masonary chamber of inside dimension 30 cm X 30 cm X 50 cm Each 10.005 Painting of G.I. pipes & fittings with two coats of

a) 65 mm dia nominal Bore RM 100.00b) 50 mm dia nominal Bore RM 100.00

External Water supply line ( 500 .00 M length)

Total carried forward to abstract Sl. No. B (e)

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

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)(Annexure - VIII)

NERO,Guwahati

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

1Erection of steel tubular pole of length exceeding 8mt but not exceeding 10mt in cementconcrete1:3:6 (1 cement :3 coarse sand :6graded stone aggregate 40mm normal size)foundation including excavation and refilling etc. as required.

CUM 2.00

(Annexure - IX)

Name of Works : Construction of 02 Nos. Single Men Barrack including development works (G+I) for Assam Rifles BN HQ at Lunglei(Mizoram)

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

NERO,Guwahati

External Electrification (30.00M Length)

2Supplying of channel iron 75mmx40mmx6mm (7.14 kg/m) cross arm for 4 wire overhead linecomplete with clamps, bolts and nuts etc.including drilling of holesfor insulator pins ,bolts andnuts etc.and painting with primer and finish paints as required.

SET 2.00

3 Erection of angle iron/channel iron cross arm on steel tubular pole with GI spindle and nut etc. SET 2.00

4 Supply and ferection of 100 mm X 80 mm pin insulator complete with GI sprindle and nutsetc.as required. SET 2.00

5 Supply and erection of 75mmx90mm shackle insulator with GI bolts,nuts and straps etc.complete. SET 2.00

6 Erectionof ACSR Conductor of 7/3.35 dia and above including binding ete. As required. Kg 50.00

7 Supply & erection of 8 SWG G.I wire including binding etc.as required. Kg 5.00

8

Supply and erection of stay set 7/4.00mm complete ( galvanised) with 19/10 dia x1.8mt longstay rod, anchor plate of size 45cmx45cmx7cm thimble stay clamps. Bow tightener 7/4.0mm Each 2.008 stay rod, anchor plate of size 45cmx45cmx7cm thimble stay clamps. Bow tightener 7/4.0mmdia GI stay wire and strain insulator etc. in cement conrete1:3:6 in foundation includingexcavation and refilling etc.as required.

Each 2.00

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

9

Supply and fixing of 32 mm dian x2.0 mt long GI pipe (medium class) bracket for mounting pffluorescent street light fitting on pole including bending the pipe to the required shape40mmx3mmflat iron clamps and wriing with 1.5sq.mm wp/pvc wire and painting the flat ironwith primer and finish paints as required.

Each 2.00

10

Earthing complete with galvanized steel earth plate electrode 60x60x6.3mm thickburieddirectly in ground (earth pit not les than 2.25M deep below ground level)with top edge of platenot less than 1.5M below normal ground level connected to galvanised earth lead wirw 4 mmdia by means of bolts ,nuts and washer og GI or steel all as shown in electrical plate no 5connected earth, test point all as specified or indicated including testing complete.

Each 2.00

11P/F M.V danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick andvitreous enamelled white on both sodes and with inscription in single red colours on front sideas required.

Each 2.00

12 M&I for painting pf 9.0mtr L.T steel tubulor poles by two coats of alluminium paints over onecoat of primer. Each 2.00

13

Supplying and fixing following way single pole and neutral , sheet steel, MCB distributionboard 240 volts .on surface/recess, complete with tinned copper bus bar neutral bus bar,earth bar,din bar, interconnections,powder pointed including earthing etc. as requiredd ( Butwithout MCB/RCCB/Isolator)

Each 2.00

14

Supplying and erection of seamless straight (swaged type) steel tubular poles conforming toIS : 2713 (Part - II) 1980, with welded base plates of size of 400 mm X 400 mm X 10 mmincluding junction box etc. and including providing and laying black bituminous paintconfirming to IS 158-1968 through out enternally and externally upto the level which goesinside the earth and the balance outer portion of the pole with two coats of Aluminium paintconfirming IS 2339-1963 over two coats of Red Oxide Premium confirming to IS 2074-1979complete

a) 410 SP31 (9.0 meter long) NOS 2.00

15 Supply and fixing 4sqm Twin core alluminium conductor wire connecting of SV lamps fitting mts 20.00

Sl No. Description of Works A/U Quantity Rate

(Rs)Amount

(Rs)

16Supply, laying and connection of L.T.O.H lines on existing poles with all alluminium conductor(AAC) of 7/2.79 mm size with three phase line, nutral and street lighting conductor binding,fixing all complete as required and instruction by Engineer-in-Charge

Kg 50.00

17 Supply and fixing of 150 watt HPSV light fixture with lamp fixing and connection etc completeas required and instruction by Engineer-in-Charge (Make : Philips / Crompton). NOS 2.00

18Supply and laying cable XLPE insulated screened PVC bedded, galvanised steel strip or wirearmound electric power bcable(heavy duty) 1100 volts grade with standared aluminiumconductor of size 50sqmm 3.5core.

RM 25.00

Total carried forward to abstract Sl. No. B (f)Total carried forward to abstract Sl. No. B (f)