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AN ISO 9001 & 14001 COMPANY

TENDER DOCUMENT

TENDER No: NERO/CON/ASR/LAITKOR/295 dated 14.03.2018

FOR

TENDER FOR CONSTRUCTION OF 03 NOS. SINGLE MENBARRACKS IN 01 BLOCK(G+II) ALONGWITH DEVELOPMENT

WORKS FOR LAITKOR GARRISON, MEGHALAYA.

VOLUME–III

PRICE BID/BILL OF QUANTITY

SL. NO. SECTION AMOUNT (Rs.)

a) Building (Annexure-I)b) Internal Sanitary and fittingsi) Sanitary Instalation (Annexure-II)ii) Internal Water supply (Annexure-III)iii) Internal Drainage (Annexure-IV)c) Internal Electrication (Annexure-V)

a) Earthwork excavation (Annexure-VI)b) Septic Tanks with Sock Pit (Annexure-VII)c) Approch Path & Hard standing (Annexure-VIII)d) Earth Work & Retaning Wall (Annexure-IX)e) External Water Supply (Annexure-X)f) Strom Water Drain (Annexure-XI)g) External Electrification (Annexure-XII)

GRAND TOTAL

BUILDING PART (A)

DEVELOPMENT PART (B)

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

PRICE BID-CUM- BILL OF QUANTITIES

Name of Works : Construction of 03 nos. Single men barracks in 01 block(G+II) alongwith Development Works forLaitkor Garrison, Meghalaya.

Tender No. NERO/CON/ASR/LAITKOR/295 Dated 14.03.2018

(Annexure-I)

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

SUB HEAD - I EARTH WORK

1

Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan) including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soilAll kinds of soil cum 469.26

2Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in wateriing, lead upto to 50m andlift upto 1.5m

cum 346.62

3 Supplying and filling in plinth with sand under floors including, watering, rammingconsolidating and dressing complete. cum 121.80

4

Clearing jungle including uprooting of rank vegetation, grass, brush wood, treesand saplings of girth upto 30 cm measured at a height of 1 m above groundleveland removal of rubbish upto a distance of 50 m outside the periphery of thearea cleared.

100sqm 696.00

5 Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% Litre 348.00

6

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):Along external wallwhere the apron is not provided using chemical emulsion @ 7.5 liters / sqm of thevertical surface of the substructure to a depth of 300 mm including excavationchannel 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 using chemical emulsion @ one liter perhole, 300 mm apart including drilling 12 mm diameter holes and plugging withcement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

sqm 348.00

SUB HEAD - II CONCRETE WORK

A. BUILDING PART



Name of Works : Construction of 03 nos. Single men barracks in 01 block(G+II) alongwith Development Works for Laitkor Garrison, Meghalaya.


1 Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering - All work upto plinth level

1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) cum 25.64

1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cum 34.80

2

Providing and laying cement concrete in retaining walls, return walls,walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets etc. up to floor five level, excluding the cost ofcentering, shuttering and finishing :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 2.31

3Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone -III) : 4 graded stone aggregate 12.5 mm nominalsize)

sqm 34.73

4Applying a coat of residual petroleum bitumen of penetration VG 10 of approvedquality using 1.7 kg per square metre on damp proof course after cleaning thesurface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

sqm 34.73

5

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed ofdry brick ballast 40mm nominal size well rammed and consolidated and groutedwith fine sand including finishing the top smooth.

sqm 78.00

SUB HEAD - III RCC WORK

1

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of layingbut excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommendedproportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge.All work upto plinth level cum 119.34All work plinth level upto floor V level cum 267.96

2 Add for using extra cement in items of design mix over and above the specifiedcement content therein quantal 100.00

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

a Foundations,footings,bases of columns including beams etc. for mass concrete sqm 107.64


b Walls ( any thickness) including attached pilasters, butteresses, plinth and stringcourses etc.

c Suspended floors, roofs, landings, balconies and access platform sqm 1,015.20d Shelves ( Cast in situ) sqm 47.40e Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 922.56f Columns, pillars, piers, abutments, posts and struts sqm 539.14g Stairs,(excluding landings) except spiral-staircasess. sqm 13.20h Weather shade,chajjas,corbels etc inc sqm 51.03

4

Providing, hoisting and fixing upto floor five level precast reinforced cementconcrete in lintels, beams and bressumers including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering and shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposedsurfaces but excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarsesand : 4 graded stone aggregate 20 mm nominal size).

cum 3.00

5 steel Reinforcement for R.C.C work including straightening, cutting, bending,placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe 500 D or more Kg 15,098.12

6 steel Reinforcement for R.C.C work including straightening, cutting, bending,placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe 500 D or more Kg 40,857.66

7

Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 gradedstone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centering and shuttering, roughening cleaning, fixing and finishing incement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of thejambs, sills and soffits.

50 mm thick sqm 57.00

11 Add or deduct for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections. metre 150.00SUB HEAD -IV BRICKWORK

1 Brick work with common burnt clay FPS ( non modular )bricks of class designation75 in foundation and plinth in:Cement mortar 1:4( 1 cement : 4 coarse sand ) cum 35.85

2Brick work with common burnt clay FPS ( non modular ) bricks of class designation75 in Superstructure above plinth upto floor V level in all shapes and sizes incement mortar 1:6 (1 cement : 6 coarse sand)Cement mortar 1:6( 1 cement : 6 coarse sand ) cum 266.78

3 Half brick masonry with common burnt clay FPS ( non modular ) bricks of classdesignation 7.5 in Superstructure above plinth upto floor V levelCement mortar 1:4 (1 cement : 4 coarse sand) sqm 365.68


4 Extra for providing and placing in position 2 Nos. 6mm dia MS bars at every 3rdcourse of half brick masonry sqm 365.68SUB HEAD -V MARBLE & GRANITE WORKS

1

Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels.eRaj Nagar Plain white marble/ Udaipur green marble/ Zebra area of slab over0.50 sqm sqm 62.67

2Extra for providing edge moulding to 18mm thick marble stone counters,Vanitiesetc. over Item No. 8.2 including machine polishing to edge to give high gloss finishetc. complete as per design approved by Engineer-in-Charge

Marble work Metre 217.70

3Extra for fixing marble /granite stone, over and above corresponding basic item, infacia and drops of width upto 150 mm with epoxy resin based adhesive, includingcleaning etc.complete.

Metre 36.80

4

Extra for providing opening of required size & shape for wash basins/kitchen sinkin kitchen platform, vanity counters and similar location in marble/stone workincluding necessary holes for pillar taps etc .including rubbing and polishing of cutedges etc. complete.

each 8.00

SUB HEAD -VI WOOD & PVC WORKS

1

Providing and fixing ISI marked flush door shutters non -decorative type, core ofblock board construction with frame of 1st class hard wood and well matchedcommercial 3 ply veneering with vertical grains or cross bands and face veneers onboth faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessaryscrews. sqm 53.55

2 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depthon all edges of shutters (over all area of door shutter to be measured) sqm 53.55


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

m 180.90

3Providing and fixing M.S. grills of required pattern in frames of windows etc. withM.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding kg 2,157.30

4

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concreteblock 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand: 6 graded stone aggregate20mm nominal size).

each 18.00

4a Providing and fixing oxidised M.S. Safety chain with necessary fixturesfor doors, (weighting not less than 450 gms). each 8.00

5Providing and fixing aluminium sliding door bolts, ISI marked anodised anodiccoating not less than grade AC 10 as per IS : 1868), transparent or dyed torequired colour or shade, with nuts and screws etc. complete :300x16mm each 42.00

6Providing and fixing aluminium tower bolts ISI marked anodised ( anodic coatingnot less than grade AC 10 as per IS: 1868) transparent or dyed to required colouror shade with nuts and screws etc. complete-

a 250 X 10 mm each 42.00b 200X 10 mm each 42.00

7Providing and fixing aluminium handles 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-125 mm each 84.00

8Providing and fixing aluminium hanging floor door stopper, ISI marked,anodised(anodic coating not less than grade AC 10 as per IS : 1868)transparent or dyed torequired colour and shade, with necessary screws etc. complete.

Twin rubber stopper each 42.00


9

Providing and fixing factory made PVC door frame of size 50x47 mm with a wallthickness of 5 mm. made out of extruded 5 rigid PVC foam sheet mitred at cornersand joined with 2 Nos. of 150 mm long brackets of 15x15mm M.S. square tube,thevertical door profiles to be reinforced with 19x19 mm M.S. squire tube of 19guage,EPDM rubber gasket weather 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 sizecomplete as per manufactures specification and direction of Engineer-in-charge

metre 118.80

10

Providing and fixing factory made panel PVC door shuttersfrom M.S. tube of 19guage thickness, size 19x19 mm for styles and 15x15 mm for top and bottomrails,covered with heat moulded PVC "C" channel of 5 mm thick and 75 mm widePVC sheets for top rail,lock rail and bottom rail on either side and 5 mm thick20mm wide cross PVC sheet as gap insert for top rail and bottom rial,panelling of5mm thick PVC sheet fitted in the M.S. frame welded/sealed to the styles and railswith 5x30mm PVC sheet beading on either side and joined together with solventcement adhesive etc., complete as per manufacture specification and direction ofEngineer-in-charge fixed to frames with 4 Nos.M.S. powder coated butt hinges (ForW.C. and bathroom shutters).30 mm thick prelaminated PVC door shutters Sqm 37.80

11

Providing and fixing fly proof stainless steel grade 304 wire gauge, towindows and clerestory windows using wire gauge with average widthof aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete.With 12 mm mild steel U beading Sqm 143.82SUB HEAD -VII STEEL WORK

1Structural steel work in single section fixed without connecting plate includingcutting hoisting, fixing in position & applying priming coat of approved steel primerall complete.

kg 10.00

2

Providing and fixing factory made ISI marked steel glazed doors, windows andventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitredand flash butt welded and sash bars tenoned and riveted, including providing andfixing of hinges, pivots, including priming coat of approved steel primer, butexcluding the cost of other fittings, complete all as per approved design, (sectionalweight of onlysteel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate20 mm nominal size)

kg 4,144.80


3

Providing and fixing pressed steel door frames conforming to IS:4351,manufactured from commercial mild steel sheet of 1.60 mmthickness,including hinges, jamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steelwelded or rigidly fixed together by mechanical means, including M.S. pressed butthinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers asspecified and applying a coat of approved steel primer after pre-treatment of thesurface as directed by Engineer-in-charge: Profile C Fixing with adjustable lugs with split end tail to each jamb metre 85.50 Profile E Fixing with adjustable lugs with split end tail to each jamb metre 15.60

4

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fanclamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet withits top surface hacked for proper bonding, top lid shall be screwed into the castiron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at thecorners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standarddrawing.

each 36.00

5Steel work welded in built-up section/framed work including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer using structuralsteel etc. as requiredIn gratings, frames, guard bar, ladders, balcony and staircase railings, brackets,gates and similar works Kg. 3,320.00

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors withM.S. Flat 15x3 mm and nuts & bolts complete.Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :

6 4.0 mm thick glass panes sqm 143.82SUB HEAD -VIII FLOORING

1Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, including cementslurry, but excluding the cost of nosing of steps etc. complete

sqm 17.63

40 mm thick with 20 mm nominal size stone aggregate

2 Cement plaster skirting (upto 30cm height) with cement morter 1:3 (1 cement 3coarse sand) finished with a floating coat of neat cement.18mm thick sqm 2.00


3

40 mm thick marble chips flooring, rubbed and polished to granolithicfinish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizesfrom 7 mm to 10 mm nominal size, laid in cementmarble powder mix 3:1 (3 cement : 1 marble powder) by weight inproportion of 2:3 (2 cement marble powder mix : 3 marble chips) byvolume, including cement slurry etc. complete :Medium shade pigment using 50%white cement and 50%ordinary cement sqm 843.96

4

Marble chips skirting up to 30 cm height, rubbed and polished togranolithic finish, top layer 6 mm thick with white, black, chocolate,grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size, laidin cement marble powder mix 3:1 (3 cement : 1marble powder) by weight in proportion of 4:7 (4 cement marble powdermix : 7 marble chips) by volume :18 mm thick with under layer 12 mm thick incement plaster1:3 (1 cement : 3 coarse sand) :Medium shades pigment using 50% white cement and 50%ordinary cement sqm 84.40

Prroviding and laying ceramic tiles if size 300x300 ( thickness to be specified bymanufacturere)------------ with white maching pigment etc. Sqm 1,000.00

5

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed withgrey cement slurry mixed with pigment to match the shade of the slab, includingrubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) :25 mm thick sqm 139.90

6

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

sqm 21.90

7

Providing and fixing Ist quallity ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacture) of approved make in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cementMortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kgper sqm including pointing in white cement mixed with pigment of matching shadecomplete.

Sqm 441.00

SUB HEAD -IX ROOFING


1

Making khurras 45x45 cm with average minimum thickness of 5 cm cementconcrete 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 (1 cement : 3 coarse sand) and acoat of neat cement, rounding the edges and making and finishing the outletcomplete.

each 8.00

2Providing and fixing on wall face unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

75 mm diameter metre 80.00

3

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

4

Providing and fixing unplasticised -PVC pipe clips of approved design tounplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs,screwed with M.S. screws of required length, including cutting brick work and fixingin cement mortar 1:4 (1 cement : 4 coarse sand)and making good the wall etc.complete.75 mm each 80.00SUB HEAD - X - Finishing

1 12mm cement plaster of mix:1:4( 1 cement : 4 fine sand) sqm 551.68

2 15mm cement plaster of mix:1:6 ( 1 cement : 4 fine sand) sqm 551.68

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

sqm 1,147.25

4 6mm cement plaster to ceiling of mix:1:3 (1 cement : 3 fine sand) sqm 1,126.00


5 Extra for providing and mixing water proofing material in cement plaster work inproportion recommended by the manufacturers.

per bagof 50 kgcementusedin themix

100.00

6 Extra for plastering exterior walls of height more than 10 m from ground level forevery additional height of 3 m or part thereof. SQM 100.00

7 White washing with lime to give an even shadeNew work(three or more coats) sqm 1,126.00

8 Colour washing such as green, blue or buff to give an even shadeNew work (two or more coats) with a base coat of white washing with lime sqm

9 Distempering with oil bound washable distemper of approved brand andmanufacture to give an even shade :New work (two or more coats) over and including water tinnable priming coat withcement primer sqm 1,103.36

10 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shadeNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and includingpriming coat of exterior primer applied @ 2.20 kg/ 10 sqm) sqm 1,147.25

11 Applying priming coat

a With ready mixed pink or Grey primer of approved brand and manufacture onwood work (hard and soft wood) sqm 128.52

b With ready mixed red oxide zinc chromate primer of approved brand andmanufacture on steel galvanised iron/ steel works sqm 324.08

c With ready mixed red oxide zinc chromate primer of approved brand andmanufacture on steel work (second coat) sqm 324.08

12 Painting with synthetic enamel paint of approved brand and manufacture to give aneven shadeTwo or more coats on new work. sqm 452.60

13Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete.

sqm 2,229.36

SUB HEAD - XIII WATERPROOFING WORK

1

Providing and laying water proofing treatment to vertical and horizontal surfaces ofdepressed portion of toilet and kitchen and the like consisting of:1). First course of applying cement slurry @ 4.4 Kg. / sq. m. mixed with water

proofing compound, 2). Second course of 20mm Cement plaster 1:3 mixed with WP compound,3). IIIrd course of appling blown or residual bitumen at 1.7 Kg/Sqm,4). IVth course of 400 micron PVC sheet

Sqm 114.00


2

Providing and laying integral cement based water proofing treatment includingpreparation of surface as required for treatment of roofs, balconies, terraces etcconsisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixedwith water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height includingcleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mmsize with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with waterproofing compound conforming to 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 water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge to required slope and treating similarly the adjoining walls upto300 mm height including rounding of junctions of walls and slabs

Sqm 410.00

(c) After two days of proper curing applying a second coat of cement slurry using2.75kg/ sqm of cement admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1cement :4 coarse sand) admixed with water proofing compound conforming to IS :2645 and approved by Engineer-in-charge including laying glass fibre cloth ofapproved quality in top layer of plaster and finally finishing the surface with trowelwith neat cement slurry and making pattern of 300x300 mm square 3mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum periodof two weeks for curing and for final test. All above operations to be done in orderand as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm.

P/L APP modified prefabricated five layer 3 mm thick waterproofing membrane. Sqm 410.00NON SCHEDULE ITEMS

1 Providing and fixing Chicken Wire Mesh at the Joint of RCC & B/w Sqm 227.032 P/F 20 HASP MS Lockers for Cupboards with cabinet & shelves each 24.003 P/F Cupboards each 18.00

4Providing and laying of 150 mm compacted thickness with Stone aggregate of 63to 40 mm size including supply of screenings, kankar, moorum, red bajri etcsorting, spreading to template and consolidation with Manualy

CUM 50.00

Total carried forward to Sl. (A) a)

(Annexure-II)i) Sanitary Instalation

SL.NO DSR/ NDSR DESCRIPTION Unit Qty. Rate (Rs.) Amount (Rs.)

DSR ITEMS

1 17.1

Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever required :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size Each 12.00

2

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

17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushingcistern Each 12.00

3 17.7.4 White Vitreous China Flat back wash basin size 550x 400 mmwith single 15 mm C.P. brass pillar tap Each 15.00

4 17.8 Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings Each 15.00

5 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basinincluding P.V.C. waste fittings complete.

17.28.2 Flexible pipea 17.28.2.1 32 mm dia Each 15.00


Tender No. NERO/CON/ASR/LAITKOR/295 Dated 14.03.2018Name of Works : Construction of 03 nos. Single men barracks in 01 block(G+II) alongwith Development Works for Laitkor Garrison,

Meghalaya.


6 17.31

Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete.

Each 15.00

7 17.34 Providing and fixing toilet paper holder8 17.34.2 Vitreous china Each 12.00

9 17.72

Providing and fixing PTMT towel ring trapezoidal shape 215mmlong,200mm wide with minimum distance of 37mm from wall facewith concealed fittings arrarangement of approved quality andcolour,weighing not less than 88 gms.

Each 15.00

10 17.73Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide andeffective height of 88 mm, weighing not less than 170 gms Each 12.00

11 18.21 Providing and fixing uplasticised PVC connection pipe with brassunions : 45 cm length

18.21.2.1 15 mm nominal bore Each 15.0012 18.22 Providing and Fixing shower rose with 15 or 20mm inlet

18.22.2 150mm diameter Nos. 12.00

13 18.49 Providing and fixing C.P. brass bib cock of approved qualityconforming to IS:8931 :

18.49.1 a)15 mm nomial bore Nos. 15.00

14 18.50Providing and fixing C.P. brass long nose bib cock of approvedquality conforming to IS standards and weighing not less than 810gms.

18.50.1 15 mm nominal bore Nos. 24.00

15 18.52Providing and fixing C.P. brass stop cock (concealed) of standarddesignand of approved make conforming to IS:8931.

18.52.1 15 mm nominal bore Nos. 27.00

16 18.53 Providing and fixing C.P. brass angle valve for basin mixer andgeyser points of approved quality conforming to IS:8931

18.53.1 a) 15 mm nominal bore Nos. 27.00

17 18.65Providing and fixing PTMT soap Dish Holder having length of138mm, breadth 102mm, height of 75mm with concealed fittingarrangements, weighing not less than 106 gms.

Nos. 27.00

Total carried forward to Sl. (A) b) i)

(Annexure-III)ii) Internal Water supply


A DSR ITEMS

1 18.8

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 suports, clamps at 1.00 m spacing. Thisincludes jointing of pipes & fittings with one step CPVC solvent cement and the costof cutting chases and making good the same including testing of joints complete asper direction of Engineer-In-Charge.Concealed work including cutting chases and making good the walls etc.

a 18.8.1 15 mm dia Metre 450b 18.8.2 20 mm dia Metre 100

2 18.7.

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 of jointscomplete as per direction of Engineer in Charge.Internal work - Exposed on wall and terrace

a 18.7.1 15 mm nominal outer dia Pipes Metre 15b 18.7.2 20 mm nominal outer dia Pipes Metre 15c 18.7.3 25 mm nominal outer dia Pipes Metre 125d 18.7.4 32 mm nominal outer dia Pipes Metre 503 18.16 Providing and Fixing brass Stop Cock of Approved Quality

18.16.1 15 mm nominal bore each 5

4 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality(screwed end )

a 18.17.1 25 mm nominal bore each 3c 18.17.2 32 mm nominal bore. each 3

5 18.18 Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete :

b 18.18.2 20 mm nominal bore each 5

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

NERO, Guwahati-781022Tender No. NERO/CON/ASR/LAITKOR/295 Dated 14.03.2018



6 18.48

Providing and placing on terrace (at all floor levels) polyethylene water storagetank, ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank.

perlitre 5000

Total carried forward to Sl. (A) b) ii)

(Annexure-IV)iii) Internal Drainage

SL.NO DESCRIPTION Unit Qty. Rate (Rs.) Amount (Rs.)

DSR ITEMS

1

Excavating trenches of required width for pipes, cables, etc including excavation forsockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20 cm in depth, including consolidatingeach deposited layer by ramming,watering, etc. and disposing of surplus excavated soil as directed,within a lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia. Cum 25

2Steel work welded in built up sections/framed work including cutting hoisting, fixing inposition and applying a priming coat of approved steel primer using structural steeletc.as required.

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

3Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter Metre 60.00

4

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

a Single Push fit coupler75 mm diameter each 12.00

b Single Tee with door75x75x75 mm dia each 12.00

c Bend 87.5 Deg75 mm dia each 12.00

d Shoe (Plain)75 MM DIA each 12.00





5

Providing and Fixing on wall face unplasticised - PVC pipe clips of approved design tounplasticised - PVC rain water pipes by means of 50 x 50 x 50 mm hard wood plugs,screwed with M.S. screws of required length including cutting brick work and fixing incement mortar 1:4 (1 Cement: 4 Coarse sand) and making good the walls etc.complete75 mm dia each 60.00

6 Providing and fixing PTMT grating of approved quality and colour.a Circular typeb 125 mm nominal dia with 25 mm waste hole Nos. 45.00

7Providing, laying and jointing glazed stoneware pipes class SP-1 withstiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 finesand) including testing of joints etc. complete :150 mm diameter Metre 25

8Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe Metre 25

9

Providing and fixing square-mouth S.W. gully trap class SP-1 complete withh C.I.grating brick masonry chamber withh water tight C.I. cover withh frame o f 300 x300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be notless than 2.70 kg as per standard design:100x100 mm size P type withh common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Nos. 10

10

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )withh R.C.C. top slab withh 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thickwithh cement mortar 1:3 (1 cement : 3 coarse sand) finished withh floating coat of neatcement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4graded stone aggregate 20 mm nominal size) finished withh a floating coat of neatcement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover withh frame (light duty)455x610 mm internal dimensions, total weight of cover and frame to be not less than38 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 designation 7.5 Nos. 6MARKET RATE ITEMS


1

Supplying and fixing PVC pipes conforming to IS 4985 class III, 6 kg/sq.cm pressurefor lines with all required specials such as plain bends, single junctions, elbows,crosses, unions, shoes, door bends, double junctions, vent cowls,traps etc. with orwithout door including cutting masonry or concrete floors, sunshades, etc and makingthe holes good after finishing the work. wherever necessary and jointing pipes withapproved quality resin cement and fixing pipes with MS fixing clamps screwed onto wooden plugs embedded in masonry wherever required and painting the clampswith two coats of enamel paint over one coat primer. This includes testing of jointscomplete at all levels. for waste water lines110mm or nearest outer dia. RM 175

Total carried forward to Sl. (A) b) iii)

(Annexure-V)c) Internal ElectricationSr. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

SUB HEAD-1: W I R I N G & SUBMAIN

1.0

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessedmedium class PVC conduit, with modular switch, modular plate, suitable GIbox and earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductor single core cable etc as required.Group-B Point 185.00

2.0

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copperconductor single core cable in surface/ recessed medium class PVC conduitalongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single corecable for loop earthing as required.

Metre 600.00

3.0Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface/ recessedmedium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 500.002 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 300.002 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 200.00

4.0Supplying and fixing following modular switch/ socket on the existing modularplate & switch box including connections but excluding modular plate etc. asrequired.5/6 amp switch Each 155.00

5.0Supplying and fixing stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular plateetc. as required.

Each 36.00

6.0 Supplying and fixing modular blanking plate on the existing modular plate &switch box excluding modular plate as required. Each 10.00


Meghalaya.

NERO, Guwahati-781022

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

Sr. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)

7.0

Supplying and fixing suitable size GI box with modular plate and cover in fronton surface or in recess, including providing and fixing 3 pin 5/6 amps modularsocket outlet and 5/6 amps modular switch, connection etc. as required. (Forlight plugs to be used in non residential buildings).

Each 30.00

8.0

Supplying and fixing suitable size GI box with modular plate and cover in fronton surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 ampsmodular socket outlet and 15/16 amps modular switch, connection etc. asrequired.

Each 12.00

9.0 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts,complete as required. Each 0.00

10.0

Installation, testing and commissioning of ceiling fan, including wiring the downrods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated,copper conductor, single core cable, including providing and fixing phenoliclaminated sheet cover on the fan box etc. as required.

Each 36.00

11.0 Installation of exhaust fan in the existing opening, including making good thedamage, connection, testing, commissioning etc. as required.Upto 450 mm sweep Each 12.00

12.0 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of allsizes. Each 12.00

SUB HEAD -II : DISTRIBUTION BOARD

1.0

Supplying and fixing following way, single pole and neutral, sheet steel, MCBdistribution board, 240 V, on surface/ recess, complete with tinned copper busbar, neutral bus bar, earth bar, din bar, interconnections, powder paintedincluding earthing etc. as required. (But without MCB/RCCB/Isolator)

2+12 Way Double Door Each 1.00

2.0

Supplying and fixing following way prewired vertical type TP&N MCB distributionboard of steel sheet for 415 volts on surface/ recess complete with loose wirebox of sheet steel, dust protected, duly powder painted, inclusive of 200 ampstinned copper bus bar, common neutral link, earth bar, din bar for mountingMCB's, terminal connectors for all incoming and outgoing circuits, duly prewiredwith adequate size of FR PVC insulated copper conductor upto the terminalconnector/ neutral link, earthing etc as required (But without MCB/ RCCB/Isolator). (Note : Prewired vertical type MCB TPDB is normally used where 3phase outlets are required.)6 Way Double Door Each 6.00


3.0

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 theexisting MCB DB complete with connections, testing and commissioning etc. asrequired.Single pole Each 70.00Double Pole each 6.00

3.0 Supplying and fixing single pole blanking plate in the existing MCB DB completeetc. as required. Each 8.00

4.0

Supplying and fixing following rating, four pole, (three phase and neutral), 415volts, residual current circuit breaker (RCCB), having a sensitivity current upto300 milliamperes in the existing MCB DB complete with connections, testingand commissioning etc. as required.63 amps Each 8.00SUB HEAD - IV : EARTHING & LIGHTNING PROTECTION SYSTEM

1.0

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick includingaccessories, and providing masonry enclosure with cover plate having lockingarrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke andsalt as required.

Set 8.00

2.0Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earthelectrode including connection with G.I. nut, bolt, spring, washer excavation andre-filling etc. as required.

Metre 30.00

3.0 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess forconnections etc. as required. Metre 20.00

4.0Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mmlong, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. baseplate including holes etc. complete as required.

Each 3.00

5.0Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial orany other metallic object) by riveting / nut bolting/ sweating and soldering etc asrequired.

Each 3.00

6.0 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wallfor lightning conductor complete as required.(For horizontal run) Metre 150.00

7.0 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wallfor lightning conductor complete as required.(For vertical run) Metre 50.00

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

Each 10.00

9.0 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly inground as required. Metre 200.00

SUB HEAD - V : LIGHTING FIXTURE & FAN


1.0

Installation, testing and commissioning of pre-wired, fluorescent fitting / compactfluorescent fitting of all types, complete with all accessories and tube etc.directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVCinsulated, copper conductor, single core cable and earthing etc. as required.

Each 72.00

2.0

Installation, testing and commissioning of ceiling fan, including wiring the downrods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copperconductor, single core cable, including providing and fixing phenolic laminatedsheet cover on the fan box etc. as required.

Each 36.00

TV TELEPHONE

1.0Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealedcopper conductor, unarmored telephone cable in the existing surface/ recessedsteel/ PVC conduit as required.2 Pair Metre 0.00

2.0

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copperconductor PE insulated, shielded with fine tinned copper braid and protectedwith PVC sheath in the existing surface/ recessed steel/ PVC conduit asrequired.

Metre 180.00

3.0Supplying and fixing of following sizes of medium class PVC conduit along withaccessories in surface/recess including cutting the wall and making good thesame in case of recessed conduit as required.25 mm Metre 600.00

4.0Supplying and fixing following modular switch/ socket on the existing modularplate & switch box including connections but excluding modular plate etc. asrequired.TV antenna socket outlet Each 12.00

5.0 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 42.006Module (200 mmX75mm) Each 27.00NON SCHEDULE ITEMSSupply of Light fixture as given below

3.0 Supply of 20W wall mounted LED Batten light. Equivalent to Philips, Wipro,Bajaj, Havels. Each 72.00

4.0 Supply of 10W surface mounted circular LED light.Equivalent to Philips, Wipro,Bajaj, Havels. Each 30.00

6.0 Supply of 12W LED Wall Bracket Light. Equivalent to Philips, Wipro, Bajaj,Havels. Each 30.00


7.0 Supply of 9W PL Bulk head light. Equivalent to Philips, Wipro, Bajaj, Havels. Each 5.00

8.0 Supply of Ceiling Fan of 1400mm sweep complete erected in position with allaccessories.(Make- Havels) or Equivalent to Orient, Cropton Greave. Each 36.00

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 12.00

10.0 Supplying & Installation of Electric Geyser 15 Lit complete erected in positionwith all accessories.(Make- Havels) Each 12.00

METER BOARDSupply, installation, testing and commissioning of front operated, front / backaccess, cubicle type, indoor duty, floor / wall / recess / surface mounted (asspecified), totally enclosed dust and vermin proof switchboards / panels withminimum Ingress protection classification of IP 44, fabricated from 2 mm thickCRCA sheets with dip coat priming and epoxy powder coated finish. The panelmust be suitable for 415 volts 3 phase, 4 wire, 50 Hz, system , must be able towithstand symmetrical fault level of 50 KA for 1 sec at 415 V and must includeall interconnections, earthing and bonding requirements etc. The panel mustconform to standards, as required and as given below.The Switchboard shall be provided with detachable gland plates for entry ofcables from the top / bottom as required.All live accessible parts shall be shrouded and all equipment shall be fingertouch proof. The busbars shall be insulated with heat shrinkable sleeves. SMC /DMC shrouds and busbar supports suitably spaced shall be used. Hinged doorswith padlocking facility shall be provided on all outgoing feeders with switchhandles 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 x6 mm Cu.Panel / Switchboard board design shall be compact and components /accessories of compact sizes shall be used to economise the room spaceavailable. Employer reserve the right to seek compact items inplace of largerones.Incoming

Sr. No. Description Unit Qty. Rate (Rs.) Amount (Rs.)1 No. 63 A, TPN, 35 kA, MCCB having Thermal Magnetic Trip Unit withprotection against Overload & Short Circuit, 0-63 A Digital Ammeter with inbuiltASS, 3 Nos. CT 63/5A, class 1.0 for metering and LED Indication Lamp for ON,OFF & TRIP.Bus BarsElectrolytic high conductivity 3P, 4W aluminium conductor bus-bars rated 100Amps, suitable to withstand symetrical fault level of 35 KA for 1 second at 415volts and with necessary heat shrinkable sleeving.

Outgoings:6 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 1.00

Total carried forward to Sl. (A) c)

(Annexure-VI)a) Earthwork excavation

Sl.No. Description of Works Unit Qty. Rate (Rs.) Amount (Rs.)

Earthwork excavation

1

Earthwork in excavation by mechanical means (Hydraulic excavation) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 Sqmon plan) including dressing of sides and ramming ofbottoms, 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 1500.00

ENGINEERING PROJECTS (INDIA) LTD.

Name of Works : Construction of 03 nos. Single men barracks in 01 block(G+II) alongwith Development Works for Laitkor Garrison,Meghalaya.

Total carried forward to Sl. (B) a)

(A Govt. of India Enterprise)NERO, Guwahati-781022


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

SlNo. Description of Works Unit Qty. Rate (Rs.) Amount (Rs.)

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

1

Earthwork in excavation by mechanical means (Hydraulic excavation) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 Sqmon plan) including dressing of sides and ramming ofbottoms, 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

2

Providing & laying in position 125 thk.cement concrete of specified gradeexcluding the cost of centering and shuttering - all works upto Plinth level1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggrgate 40 mm nominalsize)

CUM 2.50

3

Providing & laying in position 125 thk.cement concrete of specified gradeexcluding the cost of centering and shuttering - all works upto Plinth level1:2:4(1 Cement : 2 coarse sand : 2 graded stone aggrgate 20 mm nominalsize)

CUM 2.50

4Providing & laying in position specified grade of reinforces cement concreteexcluding the cost of centering, shuttering, finishing and reinforcement - allwork upto Plinth level(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 gradded stonne aggregate 20mm nominal size) CUM 2.50

5 Centering & Shuttering including strutting, propping etc. and removal ofform for suspended floors, roofs, landings, balconies and access platform Sq.M 12.00

6 Reinforcement for R.C.C work including straightening, cutting, bendingplacing in position and binding all complete(a) Themo-Mechanically Treated bars KG 750.00

7Cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 gradded Stoneaggregate) finished with a floating Coat of neat cement including cementslurry, 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

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

9

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

CUM 11.00

10 Brick work with common burnt clay F.P.S. (non modular) bricks ofclassdesignation 7.5 in foundation 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 : 10gradded stonne aggregate 40 mm nominal size) all round S.W pepesincluding bed concrete as per standard desing(a) 150 mm diameter S.W. pipe RM 40.00

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

13Making soack pit 2.5 diameter 3.0 meter dep with 45 X 45 cm dry brickhoney camb shaft with bricks of class designation 75 and S.W. drain pipe100 mm diameter, 1.8 m long complete as per standard designa) With common burnt clay F.P.S (non modular) bricks of class designation7.5 Each 1.00

Total carried forward to Sl. (B) b)

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


1

Earthwork in excavation by mechanical means (Hydraulic excavation) / manualmeans in foundation trenches or drains (not exceeding 1.5 m in width or 10Sqmon plan) including dressing of sides and ramming of bottoms, lift up to 1.5 mincluding getting out the excavated soil and disposal of surplus excavated soil asdirected within a lead of 50 m(a) All kinds of soil CUM 75.00

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

CUM 45.00

3 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coatof neat cement on the rough side of single or half brick wall Sq.M 300.00

4

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 ofapproved steel primer including welding and bolted special shaped washersetc.complete.

Kg 1500.00

5Providing and laying of 150 mm compacted thickness with Stone aggregate of 63to 40 mm size including supply of screenings, kankar, moorum, red bajri etcsorting, spreading to template and consolidation with Manualy

CUM 45.00

Total carried forward to Sl. (B) c)

Approach Path ,Harding (300.00Sqm) and Railing





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


Earth Work & Retaning Wall (100.00m Length -2.5 M height)

1

Earthwork, in excavation over areas (exceeding 30 cm in depth, 1.5 m inwidth 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 neatly dressedfora) All kinds of soil

CUM 150.00

2

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

CUM 50.00

3

Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coursesand : 6 graded stone aggregate of 40 mm nominal size) of specifiedthickness including the cost of centering / shuttering etc complete uptoplinth level.

CUM 28.00

4

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

CUM 340.00

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

CUM 7.00

6 Providing pointing work at the wall of random rubble masonary with cementmortor 1:3 (1 cement : 3 fine sand) Sq.M 250.00

7 U-PVC pipes 75 dia mm MTR 65.00



Meghalaya.

Total carried forward to Sl. (B) d)

(Annexure-X)e) External Water SupplySl No. Description of Works Unit Qty. Rate (Rs.) Amount (Rs.)

External Water supply line ( 75 .00 M length)1 Supply & laying G.I. pipe complete with GI

a) 65 mm dia nominal Bore RM 75.00b) 50 mm dia nominal Bore RM 15.00

2 Making connection of G.I. distribution brancha) 50 to 80 mm dia nominal Bore Each 8.00

3 Providing & fixing bras gate CI wheel of approvaed quality.a) 65 mm dia nominal Bore Each 8.00b) 50 mm dia nominal Bore Each 4.00

4 Construction of brick masonary chamber of inside dimension 30 cm X 30 cmX 50 cm Each 10.00

5 Painting of G.I. pipes & fittings with two coats ofa) 65 mm dia nominal Bore RM 75.00b) 50 mm dia nominal Bore RM 15.00



Meghalaya.

Total carried forward to Sl. (B) e)

(Annexure-X)f) Strom Water DrainSl No. Description of Works Unit Qty. Rate (Rs.) Amount (Rs.)

1

Earthwork, in excavation over areas (exceeding 30 cm in depth, 1.5 m in widthas well as 10 sq.m. on plan) including disposal of excavated earth, lead upto50 m lift 3.0 m, disposed earth to be levelled and neatly dressed fora) All kinds of soil

Cum 150.00

2Filling with available excavated earth (excluding rock) in trenches, plinth, sidesof foundation etc in layers not exceeding 20 cm in depth, consolidationg eachdeposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m

CUM 50.00

3 Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plintha)1:3:6(1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominalsize) CUM 13.00

4 Brick work with common burnt clay F.P.S. (non modular) bricks ofclassdesignation 7.5 in foundation and plinth in:a)Cement moter 1:6 (1 cement:6coarse sand) Cum 35.00

5

Providing and laying 50mm thick cement cone. In retaing wall, returnwals,walls ( any thickness) including attached pilaster, colms,piers,coping workwith PCC 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size).

Sqm 50.00

6 15mm cement plasteron rough side in side of brick wall finished with a floatingcoat of neat cement of mix:a)1:4 ( 1 cement:4 find sand) Sqm 250.00

7

Providing and laying water bound macadum of 100 mm compacted thicknesswith Stone aggregate of 63 to 40 mm size including supply of screenings,kankar, moorum, red bajri etc sorting, spreading to template and consolidationwith power road roller of 8 to 10

CUM 13.00



Meghalaya.

Total carried forward to Sl. (B) f)

Stroam water Drain ( 125.00M length)

(Annexure-XII)


External Electrification (100.00M Length)

1Erection of steel tubular pole of length exceeding 8mt but not exceeding 10mt incement concrete1:3:6 (1 cement :3 coarse sand :6graded stone aggregate 40mmnormal size) foundation including excavation and refilling etc. as required.

CUM 5.00

2

Supplying of channel iron 75mmx40mmx6mm (7.14 kg/m) cross arm for 4 wireoverhead line complete with clamps, bolts and nuts etc.including drilling of holesforinsulator pins ,bolts and nuts etc.and painting with primer and finish paints asrequired.

SET 5.00

3 Erection of angle iron/channel iron cross arm on steel tubular pole with GI spindle andnut etc. SET 5.00

4 Supply and ferection of 100 mm X 80 mm pin insulator complete with GI sprindle andnuts etc.as required. SET 5.00

5 Supply and erection of 75mmx90mm shackle insulator with GI bolts,nuts and strapsetc. complete. SET 5.00

6 Erectionof ACSR Conductor of 7/3.35 dia and above including binding ete. As required. Kg 150.00

7 Supply & erection of 8 SWG G.I wire including binding etc.as required. Kg 15.00

8

Supply and erection of stay set 7/4.00mm complete ( galvanised) with 19/10 diax1.8mt long stay rod, anchor plate of size 45cmx45cmx7cm thimble stay clamps. Bowtightener 7/4.0mm dia GI stay wire and strain insulator etc. in cement conrete1:3:6 infoundation including excavation and refilling etc.as required.

Each 5.00

9

Supply and fixing of 32 mm dian x2.0 mt long GI pipe (medium class) bracket formounting pf fluorescent street light fitting on pole including bending the pipe to therequired shape 40mmx3mmflat iron clamps and wriing with 1.5sq.mm wp/pvc wireand painting the flat iron with primer and finish paints as required.

Each 5.00

g) External Electrification



Meghalaya.


10

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

Each 5.00

11P/F M.V danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thickand vitreous enamelled white on both sodes and with inscription in single red colourson front side as required.

Each 5.00

12 M&I for painting pf 9.0mtr L.T steel tubulor poles by two coats of alluminium paintsover one coat of primer. Each 5.00

13

Supplying and fixing following way single pole and neutral , sheet steel, MCBdistribution board 240 volts .on surface/recess, complete with tinned copper bus barneutral bus bar, earth bar,din bar, interconnections,powder pointed including earthingetc. as requiredd ( But without MCB/RCCB/Isolator)

Each 5.00

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 X400 mm X 10 mm including junction box etc. and including providing and laying blackbituminous paint confirming to IS 158-1968 through out enternally and externally uptothe level which goes inside the earth and the balance outer portion of the pole withtwo coats of Aluminium paint confirming IS 2339-1963 over two coats of Red OxidePremium confirming to IS 2074-1979 completea) 410 SP31 (9.0 meter long) NOS 5.00

15 Supply and fixing 4sqm Twin core alluminium conductor wire connecting of SV lampsfitting mts 50.00

16

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

Kg 100.00

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

NOS 5.00

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

RM 100.00

Total carried forward to Sl. (B) g)

V OL UM E IIIengineeringprojects.com/Tender/UploadFiles/3498_Vol-3.pdf · dry brick ballast 40mm...

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