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AN ISO 9001 & 14001 COMPANY

TENDER DOCUMENT

TENDER No.: DLI/CON/633/329

FOR

VOLUME – IV

PRICE BID / BOQ

CONSTRUCTION OF BIHAR POLICE ACADEMY, RAJGIR, DISTRICT NALANDA

BIHAR .

QUOTING SHEET

Name of Work : Construction of Bihar Police Academy, Rajgir, Nalanda, Bihar

NIT NO. PRICE FORMAT Final Amount (Rs.) Sl.

No. Description Cost Put to

Tender (Rs.)

Rate in Percentage of column (3) (Below / Above / At Par)

In Figure In Words 1. 2. 3. 4. 5. 6.

1. Administrative & other Buildings – Civil, Electrical, P.H.E.D & Other Green Buildings related works

125,08,37,746.69

Seal & Signature of Tenderer

Sl. No.

Part No. DESCRIPTION 1A (Amount )

1B (Amount )

1 I ADMINISTRATIVE & OTHERS BUILDINGS 701593032.79 19385174.80

2 II WATER SUPPLY & SANITARY 11310751.54 1007333.25

3 III INTERNAL ELECTRICAL INSTALLATION ALL BUILDINGS

72809295.49 1481040.09

4 IVCONFERRANCE-CUM-WELFARE CENTRE (CIVIL)

48211129.85 1595115.10

5 V CONFERRANCE-CUM-WELFARE CENTRE (PLUMBING)

649400.79 48000.49

6 VI CONFERRANCE-CUM-WELFARE CENTRE (ELECTRICAL)

2624599.08 128927.27

7 VIII UNDERGROUND TANK (CIVIL) 3810681.28 184201.90

8 X PARKING 4023157.09 11261101.06

9 XI WATER BODY 7604687.90 673286.86

10 XII TRAINING CENTRE (CANINE) 219977.06 0.00

11 XIII TRAINING CENTRE (EQUESTRIAN) 1009025.40 0.00

12 XIV WATER SUPPLY SPRINKLER SYSTEM FOR FOOTBALL FIELD

120973.47 0.00

13 XV WATER SUPPLY SPRINKLER SYSTEM FOR HOCKEY FIELD

183655.64 0.00

14 XVI STORM WATER DRAIN (CULVERTS) 24060748.72 383258.62

15 XVII EXTERNAL WATER SUPPLY 765066.99 14825994.51

16 XVIII EXTERNAL DRAINAGE SYSTEM 10511660.49 4553032.08

17 XIX EXTERNAL ELECTRICAL 0.00 152240741.10

18 XXIV SPORTS COMPPLEX 22795938.14 7980458.80

19 BUILDING CARRIAGE 59305202.86 0.00

20 XXVI BUILDING GRIHA 52526947.45 723780.26

21 CARRIAGE GRIHA 1036776.73 0.00

22 XXVIIISEWAGE TREATMENT PLANT (CIVIL WORK) - GRIHA

7298593.25 174225.87

23 XXIX BIO-GAS (CIVIL WORK) - GRIHA 1517745.11 203027.50

Total = 1033989047.13 216848699.56

GRAND TOTAL ( 1A + 1B) = 1250837746.69

GRAND SUMMARY

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

(1A) (1B)Amount Amount

1 SUB-HEAD : I : EARTH WORK : Rs. 26613751.98 7317058.18

2 SUB-HEAD : II : CONCRETE WORK : Rs. 252647009.75 2110914.17

3 SUB HEAD : III : BRICK WORK : Rs. 83237483.44 0.00

4 SUB HEAD : IV : MARBLE WORK : Rs. 10140575.95 0.00

5 SUB HEAD : V : WOOD WORK : Rs. 13163676.32 1121.00

6 SUB HEAD : VI : STEEL WORKS : Rs. 47436091.92 709002.31

7 SUB-HEAD : VII : FLOORING : Rs. 91024202.97 0.00

8 SUB-HEAD : VIII : ROOFING : Rs. 563386.36 0.00

9 SUB-HEAD : IX : FINISHING : Rs. 24034246.51 7331418.99

10 SUB-HEAD : X : ALUMINIMUM WORK : Rs. 3529528.43 1915660.14

11 SUB-HEAD : XI : WATER PROOFING : Rs. 12701088.67 0.00

12 SUB-HEAD : XII : PILING WORK : Rs. 136501990.48 0.00

Total : Rs. 701593032.79 19385174.8

ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT. OF INDIA ENTERPRISE)

S U M M A R Y - S H E E T

BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACADEMY BUILDING AT RAJGIR IN THE DISTRICT OF NALANDA

PART- I ADMINISTRATIVE AND OTHER BUILDINGS.

Sl. No. Description Unit Total Quantity

Rate Amount

SUB-HEAD : I : EARTH WORK

1 Earth work in excavation in foundation trenches or drains (not excoding 1.5m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.

All Kind of soil Cum. 11284 114.80 1295367.09

2 Earth work in excavation over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including disposalof excavated earth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed.


3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cmin depth: consolidating each deposited layer by ramming and watering lead.

Cum. 10819 37.31 403700.46

4 Excavating trenches of required width for pipes cables etc, including excavation for sockets, and dressing of sides, rammingof bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers notexceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplusexcavated soil as directed, within a lead of 50 m.

All kinds of soil.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300mm dia. Mtr. 118.03

5 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measuredat a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

100 Sqm. 53550 214.32 114766.47

6 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressingcomplete.

Cum. 58272 117.72 6859633.73

7 Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorphyriphos/Lindone emulsifiable concretrate of 20%. Litre 67192 185.61 12471733.27

8 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termits treatment (including the cost ofchemical emulsion)




SHEET - 1A


Rate Amount

Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters/sqm of the vertical surface of thesubstructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete.

With chlorphyriphos/Lindone E.C. 20% with 1% concentration Mtr. 4482 25.66 115002.88

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre includingdrilling and plugging holes etc.

With chlorphyriphos E.C. 20% with 1% concentration Mtr. 4482 27.40 122799.68

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300mm apart including drilling andplugging 12mm diameter holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor.

With chlorphyriphos E.C. 20% with 1% concentration Sqm. 35374 141.69 5012104.14

Treatment of existing masonry using chemical emulsion @ one litre per hole, 300mm interval including drilling holes at 45degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole.


Total of Sub-Head - I 26613751.98


Rate Amount

SUB-HEAD : II : CONCRETE WORK

9 Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering, all work uptoplinth level.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 5900 1632.42 9631298.37

10 Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 4296 156.65 672965.52

11 Extra for providing and mixing waterproofing material in cement concrete work in proportion recommended by themanufacturers.

Per bag of 50 Kg. ofcement.

1125 26.18 29453.29

12 Applying a coat of required petroleum bitumen of penetration 80/100 of approved quality using 1.7kg/m2 on damp proofcourse after cleaning the surface with brushing and finally with a piece of cloth lighting, soaked in kerosene oil.

Sqm 4304 58.54 251942.92

13 Providing and laying cement concrete internal walls, return walls, walls (any thickness) including attached Plasters, Colume,Piers, Abutments, Pilars, Post, Structs, buttresses, string or lacing courses, parapets coping, bedblocks, anchor blocking, plinwindow sills, fills etc. up to floor five level excluding the cast of centring shuttering and finishing 1:11/2:3 ( 1 : Cement : 11/2 Coarse Sand : 3 grades tone aggregate 20,, nominal size.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 248 3031.05 751699.69

14 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete ofspecified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing andreinforcement, M-20 grade reinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

All work upto plinth level Cum. 1211 2901.88 3514180.54Walls columns, pillars, posts and struts etc. Cum. 4515 3060.62 13818699.37Beams, Plinth beams, griders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiralstaircases, shelves etc. Cum. 15866 3183.70 50512511.51

15 Add or deduct for providing richer or leaner mixer respectively at all floor levels.

Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 21334 135.17 2883620.71

16 Centring and shuttering including strutting, propping etc. And removal of form forFoundations, footings, bases of columns etc. for mass concrete. Sqm 5692 106.85 608211.86

Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 1530 162.04 247924.31

Suspended floors, roofs, landings, balcnies and access platform. Sqm 61406 155.87 9571139.46


Rate Amount

Shelves (Cast in situ) Sqm 1591 155.87 247983.63

Lintels, beams, plinth bams, griders, bressumers and cantilevers. Sqm 47266 133.69 6318842.77

Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 50041 206.75 10345940.88

Stairs, (excluding landings) except spiral-staircases. Sqm 3043 201.53 613257.43

Archies Domes, Vaults upto 6 m span Sqm 267 475.86 127055.31

Extra for Archies, Domes, Vaults exceeds 6 m span Sqm 167 242.15 40439.01

17 Vertical and Horizontal lines fins individually or framing box louverd Band, faces and Eaves Board Sqm 29 197.31 5722.06

18 Small lintels not exceeding 1.5m clear span, mouldings as in cornices, window sills, string, courses, bands, copings, bedplates, anchor blocks and the like. Sqm 1646 119.42 196569.08

19 Extra for Shuttering in circular work (20% of respective catering and shuttering items)

Slab Sqm 31.17Beam Sqm 26.74Column Sqm 3699 41.35 152953.12

20 Edges of slabs and breaks in floors and walls.Under 20 cms wide Mtr. 38852 58.02 2254000.69

21 Weather shade, Chajja, Carpets etc including edge Sqm 341 249.80 85183.14


Rate Amount

22 Add or deduct for plaster drip course /groove in plastered surface or moulding to R.C.C. projections Mtr. 10.090.00

23 Extra for additional height in centring, shuttering where requirement with adequate bracing propping etc. including cast of dshutter and de-centring at all levels, over a height of 3.5m for every additional height of 1 metre or part thereof suspendedfloor, roof landing beams and balconies (plain area to be measured).

Sqm 14085 59.58 839193.77

24 Providing, precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 6mm nominal size) reinforcedwith 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 finesand ) etc. complete excluding plastering of the jambs, sills and soffits.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

50 mm thick Sqm 340.26

25 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all completeThermo -Mechanically Treated bars(TMTC-500)8 mm dia bars Kg. 301741 53.58 16167016.00Thermo -Mechanically Treated bars(TMTC-500)10 mm dia bars Kg. 603482 53.06 32019090.13Thermo -Mechanically treated Bar TMT FE-500 12 to 32 mm Kg. 1713890 52.45 89890767.31

26 Providing and fixing in position copper plate as per design for expansion joints Kg. 245.28

27 Providing and filling in position, blown bitumen in expansion joints.100mLx1cm

Wx1cmD 1050 366.18 384491.04

28 Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metreof coarse sand for expansion joints 100mLx1cm

Wx1cmD 1530 86.94 133011.46

29 Providing and fixing in position 12 mm thick bitumen imregnated fibre board conforming to IS: 1838 including cost ofprimer, sealing compound in expansion joints. 100mLx1

cmD 843 350.53 295493.17

30 Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of walltreatment.

Asbestos sheet 6 mm thick150 mm wide Mtr. 48.71200 mm wide Mtr. 65.41Aluminium Fluted Strip 3.15 mm thick150 mm wide. Mtr. 126 288.51 36352.21200 mm wide Mtr. 295.03

Total of Sub-Head - II 252647009.75


Rate Amount

SUB HEAD : III : BRICK WORK

31 Brick work with bricks of class designation 100 A in foundation and plinth in

Cement mortar 1:6 (1 cement : 6 coarse sand). Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Cum. 25755 2540.40 65427953.37

32 Extra for Brick work in superstructure above plinth level upto floor V level.

Cum. 19257 243.89 4696577.25

33 Half brick masonry with bricks of class designation 100 A in foundations and plinth in :

Cement mortar 1:4 (1 cement : 4 coarse sand).Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 32867 315.56 10371514.38Extra for half Brick masonry in superstructure above plinth level upto floor V level Sqm 32969 26.88 886092.55

34 Extra for providing and placing in portion 2 Nos. 6mm dia M.S bars at every third course of half brick masonary.

Sqm 32969 56.28 1855345.89

Total of Sub-Head - III 83237483.44


Rate Amount

SUB HEAD : IV : MARBLE WORK

35 Providing and fixing 20mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similarlocations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4coarse sand) with joints treated with white cement, mixe with matching pigament-epoxytouch ups including rubbing, curingetc. complete at all levels.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Area of each slab over 0.2 sqm but upto 0.5 sqm Rajnagar plain white. Sqm 1234.67Area of each slab over 0.2 sqm but upto 0.5 sqm Granite of any colour and shade Sqm 3980 2430.28 9672524.71

36 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. over item no. 8.2 including machinepolishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.

Marble work Mtr. 18 71.41 1285.38Granite work Mtr. 1985 116.07 230406.07

37 Extra for fixing marble/granitestone over and above corresponding basic item, in facia and drops of width upto 150 mmwithexpoxy resin based (Araldite or equivalent) adhesive including cleaning etc. complete.

Mtr. 2405 77.50 186383.57

38 Extra for providing opening of required size & shape for wash basins/kitchen sink in Kitchen platform. Vanity counters andsimilar location in marble/stone work including necessary holes for pillar taps etc. including rubing and polishing of cutedges etc.complete.

Each 928 10.18 9443.84

39 Mirror polishing on marble work/stone work where ever required to given high gloss finish complete.

Sqm 97.68

40 Marble work gang saw cut (Polished and machine cut) of thickness 18 mm for wall lining (Veener work) in cement mortor1:3 (1 Cement : 3 Coarse sand) including pointing with white cement motor 1:2 (1 White cement : 2 Marble Dust) with andmixture of pigment to match the marble shade (To be secural to the backing of means of cramps, which shall be paid forseperating) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

White Marble - Raj Nagar Plain , Udaipur Green Marble / Zebra Black Marble - area of each slab over upto 0.50 sqm.

Sqm 25 1568.89 39222.13

41 Providing and fixing expansion hold fastners on CC / RCC / Brick Surface backing including drilling necessary holes and the cost of bolts etc complete.Fastner with threaded dia 12mm Each 40 32.76 1310.25

Total of Sub-Head - IV #VALUE! 10140575.95


Rate Amount

SUB HEAD : V : WOOD WORK

42 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed inposition:

Second Class teakwood Cum. 54824.40

43 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including blackenamelled M.S. but hinges with necessary screws excluding. Panelling which will be paid for separately.

35 mm thick Second Class teakwood Sqm 1411.67

44 Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows andclerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panellingfor panelled or panelled and glazed shutters 25mm to 40mm thick.

Second class teak wood Sqm 1127.25

45 Providing and fixing flush door shutters non decorative type, core of block board construction with frame of 1st class hardwood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

35 mm thick including anodised aluminium butt hinges with necessary screws. Sqm 5818 1018.18 5923754.71

46 Extra for providing lipping with 2nd class teak wood battens 25mm minimumdepth on all edges of shutters (over all area ofdoor shutter to be measured).

Sqm 5818 303.21 1764070.47

47 Extra for cutting rebate in flush door shutters (total area of the shutter to be measured).

Sqm 693 70.54 48884.25

48 Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of averagewidth of aperture 1.4mmwith wire of dia. 0.63 mmfor doors windows and clerestory windows including bright finished or/and black enamelled M.S.Butt Hinges with necessary screws.

Second class teak wood. Sqm 1596.33

49 Extra for Providing and Fixing Flush Door Shutter 1mm thick laminate of approved shade - Both side of shutter.

Sqm 5673 557.01 3159940.73

50 Providing and fixing glazed shutters for doors, windows and clerestory windows using 10kg/square meter (4 mm thick) glasspanels including black enamelled M.S. Butt hinges with necessary screws.

35 mm thick Second class teak wood. Sqm 1773.59

51 Providing and fixing M.S. Grills of requirement pattern in frames of window etc. with M.S. flats square or round bars etc. allcomplete.


Rate Amount

Fixed to steel window by welding. Kg. 9050 62.80 568330.03

52 Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestory window using galvanised M.S. wiregauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.

With second class teak wood beading 62x19 mm Sqm 456.90

53 Providing 40x5mmflat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugsand embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate20mmnominal size). Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Each 50.88

54 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with, nuts and screws etc. complete.

250x16 mm Each 2096 141.69 296979.99

55 Providing and fixing aluminium sliding tower bolts anodised (anodic coating not less than grade AC 10 as per IS: 1868)transparent or dyed to required colour and shade with, nuts and screws etc. complete.

300x10 mm Each 2135 75.58 161373.60150x10 mm Each 3734 45.14 168560.77100x10 mm Each 3 33.92 101.77

56 Providing and fixing aluminium pull bolt lock anodised (anodic coating not less than grade AC 10 as per IS: 1868)transparent or dyed to required colour and shade with, nuts and screws etc. complete.

Each 1111 46.19 51312.53

57 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent ordyed to required colour and shade with, nuts and screws etc. complete.

125 mm Each 7301 51.67 377210.37100 mm Each 8442 37.40 315739.29

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

Single rubber stopper Each 20.01 0.00Twin rubber stopper Each 3119 54.97 171453.87

59 Deduct if fixed shutters (without hinges) are provided instead of openable shutters for doors, windows or cleresory windowswith:

Black enamelled M.S Butt hinges with necessary screws. Sqm 30.70

60 Extra for Providing and fixing flush door with teak veneeringOn one side Sqm 560 278.51 155963.94

Total of Sub-Head - V 13163676.32


Rate Amount

SUB HEAD : VI : STEEL WORKS

61 Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6mm angle iron and 3mm M.S gusset plates at thejunction and corners, all necessary fittings complete including applying priming coat of approved steel primer.

Using flat 30x6mm for diagonal braces and central cross piece. Sqm 328 1553.53 509558.96

62 Supplying and fixing rolling shutters of approved make, made of required size of M.S laths interlocked together throughtheir entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, sideguides and arrangements for inside and outside locking with push and pull operation complete including the cost ofproviding an fixing necessary 27.5 cm long wire springs grade No. 2 and M.S top cover of required thickness for rollingshutters.

80x1.25mm M.S Laths with 1.25mm thick top cover. Sqm. 189 1257.02 237577.11Providing and fixing ball bearing for rolling shutters. Each 62 357.14 22142.44

63 Extra for providing mechanical device chain and crank operation for operating rolling shutters.

Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) Sqm. 106 500.39 53041.41

64 Extra for providing grilled rolling shutters.

Sqm. 40 229.02 9160.64

65 Providing and fixing T-iron frames for doors windows and ventilators of mils steel Tee-Sections, joints miltred and weldedwith 15x3 mm lugs 10 cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6graded stone aggregate20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clipsor with bolts and nuts as required including.

Kg. 8200 71.06 582707.68

66 Providing and fixing pressed steel door conforming IS code 351 manufactured from commercialmild steel sheet of 1.25mmthickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mmorbase ties of 1.25mm pressed mild steel welded or rigidy fixed together by mechanical means, adjustable lugs with split endtail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers asspecified and applying a coat of approved steel primer after pre-teatement of the surface as directed by Engineer-in-charge

Profile B Mtr. 6884 264.24 1819045.08Profile C Mtr. 10841 285.29 3092844.03Profile E Mtr. 1929 318.69 614755.64

67 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coatof approved steel primer.

E.R.W. tube 40 mm nominal dia Kg. 72236 115.68 8356418.10


Rate Amount

67-A Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and weldedwith 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providng and fixing of glass panes with glazing clips andspecial metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excludingthe cost of metal beading and other fitting except necessary hinges or pivots as required. Note:- Used PPC Cement to beused conforming to IS: 1489 (Part-I)

Doors Sqm. 12488 2152.73 26883321.38

67-B Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met.Sash putty in steel doors, windows, Ventilators and comosite unitsSteel Doors Sqm. 1476 166.48 245721.48Steel Windows Sqm. 11012 199.70 2199140.20

68 Structural Steel work riveted or bolted in builtup sections trussess and frame work, including cutting, hoisting, fixing inposition and applying a prime coat of approved steel primer etc. all complete. Kg. 57100 48.36 2761377.17

69 Fencing with welded steel wire fabric 75 mm x 50 mmproviding 1.2M high fencing with Angle Iron post 50m x 50m x 6mmat 3 meter centre to centre with 0.4m embedded in M-15 Grade cement concrete, corner end and every 10th Post to bestrutted, provided with welded steel wire fabric of 75 x 50 mm or 75 x 25 mm mesh and fixed to ironpost by flat iron 50 x5mm and bolted etc all complete.

Mt. 133 370.53 49280.61

Total of Sub-Head - VI 47436091.92


Rate Amount

SUB-HEAD : VII : FLOORING

70 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neatcement including cement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

40mm thick with 20mm nominal size stone aggregate. Sqm. 2103 151.78 319190.19

71 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coatof neat cement. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

18 mm thick Sqm. 207 136.30 28213.32

72 Providing and laying Ist quality Ceramic glazed wall tiles confirming to IS : 15622 (thickness to be specified bymanufacturer) of approved make in all colours, shades except burgundy, bottle green , black of any size as approved byEngineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement : 3 Coarsesand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment ofmatching shade complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 27083 661.82 17924175.37

73 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst qualityconforming to IS: 15622 of approved make in colours such as white, ivory, Grey, Fume Red, Brown, laid on 20 mm thickCement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc.complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 1483 720.53 1068553.01

74 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst qualityconforming to IS: 15622 of approved make in colours such shades except white, ivory, Grey, Fume Red, Brown, laid on 20mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matchingpigment etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 755.59

75 Providing and fixing glass strips in joint of terrazo/cement concrete floors40 mm wide 4 mm thick Mtr. 3782 15.87 60034.27

76 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of lst qualityconforming to IS: 13755 of NITCO, ORIENT, SOMANY, KAJARIA or equivalent make in colours such as white, ivory,Grey, Fume Red, Brown, laid on 20 mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the jointswith white cement and matching pigment etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 550 905.02 497759.55

77 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of lst qualityconforming to IS: 13755 of NITCO, ORIENT, SOMANY, KAJARIA or equivalent make in colours such as white, ivory,Grey, Fume Red, Brown, laid on 20 mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the jointswith white cement and matching pigment etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 8766 949.20 8320711.27


Rate Amount

78 Providing and laying vitrifed floor tiles skirting (thickness to be specified by the manufacturer)with water absorption's lessthan 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc, complete. (Flooringand Skirting) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Size of Tile 60x60 cm Sqm. 30037 1214.31 36474379.49

79 Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20mm (average)thick base of Cement motar 1:4 ( 1 cement : 4 coarse sand) laid and jointed with grey cement slurry includingrubbing and polishing complete with. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rajnagar plain white marble 18mm thick above 0.10 sqm upto 0.20 sqm. Sqm. 2389 1304.43 3116272.10Udaipur Green Marble Sqm. 4045 1361.31 5506497.52

80 Tile work in skirting, risers of steps and dado over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) andjointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shadecomplete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Marble tiles (polished) Raj Nagar 8 mm thick Sqm. 484 692.18 335014.90

81 Kota stone slab flooring over 20 mm (Av.) thick base laid over and jointed with grey cement slurry mixed with pigment tomatch the shade of the slab including rubbing and polishing complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

25mm thick. Sqm. 21383 699.20 14950993.60

82 Kota stone slab 25mm thick in riser of steps, skirting, dado and pillars laid on 12mm (Av.) thick cement mortar 1:3 (1 cemen: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbingand polishing complete Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 1958 846.05 1656557.19

83 Extra for nosing in marble stone for treads Mtr. 5609 94.72 531285.73

84 Extra for Marble stone flooring in treads of steps. Not Exceeding 30 cm in width.

Sqm. 1809 111.59 201873.84

85 Extra for nosing in steps and treads of kota stone slab

Mtr. 1194 26.01 31052.05

86 Extra for kota stone floooring in steps and trades not exceeding 30 cm in width.

Sqm. 290 5.65 1639.56

Total of Sub-Head - VII 91024202.97


Rate Amount

SUB-HEAD : VIII : ROOFING

87 Providing gola 75x75mm in ceent concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge)including finishing with cement mortar 1:3(1 cement : 3 coarse sand) as per standard design. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rmt. 9140 53.49 488918.13

88 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate of 20mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12mm cement plaster1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Each 867 85.89 74468.23

Total of Sub-Head - VIII 563386.36


Rate Amount

SUB-HEAD : IX : FINISHING

89 12mm cement plaster of mix

1:6 (1 cement : 6 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 69046 53.84 3717440.31

90 15 mm cement plaster on rough side of single or half brick wall of mix1:6 (1 cement : 6 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 104627 62.62 6552259.66

91 20mm cement plaster of mix1:4 (1 cement : 4 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 92642 90.28 8364117.14

92 6mm cement plaster to ceiling of mix1:4 (1 cement : 4 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 64147 45.92 2945948.18

93 White washing with whiting to given an even shadeNew work (three or more goats) Sqm. 70147 6.09 427092.53

94 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

New work (two or more coats) over and incluidng priming coat with cement primer. Sqm. 35.23

95 Distemperig with 1st quality washable distemper (ready made) of approved manufacturer and of required shade and colourcomplete. As per manufacture's specifications.

Two or more coats on new work. Sqm. 21.74

96 Applying one coat of cement primer of approved brand and manufacture on wall surfacCement Primer Sqm. 15.74Distemper Primer Sqm. 17.05

97 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an evenshade.

New work (three or more coats) Sqm. 52.01


Rate Amount

98 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

Two or more coats on new work Sqm. 40.88

99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:

100 Two or more coats on new work over an under coat of suitable shade with ordinary pain of approved brand and manufacture.

Sqm. 26430 55.58 1468969.75

101 French Sprit Polishing two or more coats on wood work including a coat of wood filler.

Sqm. 97 72.71 7053.31

102 Tiles brick masonry work 5 cm thick with the bricks of class designation 100 A in cement mortor 1:3 ( 1 cement : 3 coarsesand) in superstructure. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 1620 289.12 468371.93

103 Pointing on tile brick work with cement mortor 1: 3 (1 cement : 3 coarse sand ) Flush Pointing. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 1620 51.23 82993.70

Total of Sub-Head - IX 24034246.51


Rate Amount

SUB-HEAD : X : ALUMINIMUM WORK

104 Providing and fixing anodised aluminumwork for doors, windows, ventilators and partitions with extruded built up standardtubular and other sections of approved make conforming to IS: 733 and IS: 1285 anodised transparent or dyed to requiredshade according to IS: 1868. (Minimum anodise coating of grade AC 15) fixed with rawl plugs and screws or with fixingclips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides withrequired PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanicallywhereverrequired including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws, allcomplete as per architectural drawings and the directions of Engineer-in-Charge.(Glazing and panelling to be paid forseparately.)

For fixed portion. Kg. 3120 312.25 974235.33

105 For shutters of doors, windows and ventilators including providing and fixing hinges/pivots and making provision for fixingof fittings wherever required including the cost of PVC neoprene gasket required (Fittings shall be paid for separately).

Kg. 7262 327.22 2376237.62

106 Providing and fixing 12 mm thick prelaminated three layermediumdensity (exterior grade) particle board Grade I, Type IIconforming to IS:12823 bonded with phenol formaidhyde synthetic resin, of approved brand and manufacture in panellingfixed in aluminium doors, window shutters and partition frames, with C.P. brass/stainless steel screws etc. complete as perarchitectural drawings and direction of engineer-in-charge.

Pre-laminated particle board with decorative lamination on one side and balancing lamination of otherside. Sqm. 813.69Prelaminated particle board with decorative finish on both side. Sqm. 62 852.74 52870.06

107 Providing and fixing glazing in aluminium door, window, ventilator, shutters and partitions etc. with PVC/Neo Prene gasketetc. complete as per the architectural drawings and the directions of Engineer-in-Charge. (Cost of aluminium snap beadingshall be paid in basic item)With glass panes of 4.0 mm thickness (weight not less than 10.0kg/sqm.) Sqm. 97 567.63 55059.67With glass panes of 5.50 mm thickness (weight not less than 13.75kg/sqm.) Sqm. 87 693.22 60310.43

108 Providing and fixing double action hydraulic floor spring of approved brand and manufacture (conforming to IS:6315), forAluminium doors including cost of cutting floor as required, embedding in floors and cover plates etc. complete as perdirection of Engineer-in-Charge. Each 6 1802.55 10815.33

Total of Sub-Head - X 3529528.43


Rate Amount

SUB-HEAD : XI : WATER PROOFING

109 Providing and laying integral cement based water proofing treatment including prepatation of surface as required fortreatment of roofs, balconies, terraces etc, consisting of following operations a) Applying and grouting a slurry coat of neatcement using 2.75kg/sqm of cement admixed with proprietary water proofing compound cleaning the surface beforetreatment, b) Laying cement concrete using broken bricks/ bricks bats 25 mmto 100mmsize with 50% of cement mortar 1:5(1 cement : 5 coarse sand) admixed with proprietary water proofing compound conforming to IS: 2645 over 20 mm thicklayer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with proprietary water proofing compound conformingto IS : 2545 to required slope and treating similary the adjoining walls upto 300 mmheight including rounding of junctions,or walls and slabs.

With average thickness of 120mm and minimum thickness at khurras as 65mm. Note:- Used PPC Cement to be usedconforming to IS: 1489 (Part-I) Sqm. 30671 414.11 12701088.67

Total of Sub-Head - XI 12701088.67


Rate Amount

SUB-HEAD : XII : PILING WORK110 Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in

cement concrete piles with mix 1:1.5::3 (1 cement : 11/2 coarse sand: 3 graded stone aggregate20 mmnominal size) to carry asafe working load not less than specified, excluding the cost of steel reinfrement but including the cost of boring withbentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shallbe measured up to the bottom of pile cap). (Note:- Ready Mix Concrete (RMC) using PPC Cement to be usedconfirming to IS : 1489 (Part-I)

300 mm dia piles. meter 22606 325.04 7347873.18400 mm dia piles. meter 8994 616.33 5543306.11

111 Extra over item no. 1 for boring, providing and installing cast in situ double under reamed piles, instead of single under reamof specified diameter and length. (Only the quantity of extra bulbs are to be paid).

Each 1683 409.41 689037.95

112 Vertical load testing of pile in accordance with IS:2911 (Part-IV) including installation of loading platform and preparationof pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the directionof Engineer-in-Charge.

Single Pile Upto 50 tonne capacity pile cost per test per test 70 24135.30 1689471.29Above 50 tonne & upto 100 tonne capacity pile per test 168 34037.00 5718216.53

113 Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911 (Part-IV) including preparation of pilehead etc. for :-

Single pileUpto 50 tonne capacity pile per test 70 14233.61 996352.37Group of two pileUpto 50 tonne capacity each per test 168 28467.30 4782505.98

114 Lateral load testing of single pile in accordance with I.S. Code of practice I.S. : 2911 (Part-IV) for determining safeallowable lateral load on pile :

Upto 50 tonne capacity pile per test 70 14233.61 996352.37

115 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding etc. all complete.

Thermo-mechanically treated bar TMT FE-500 Kg 1648140 50.36 83001796.83

116 Demolishing RCC work including stacking of steel bars and disposal of unserviceable material with 50 meter lead.

Cum 506 432.55 218868.77


Rate Amount

117 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete ofspecified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing andreinforcement, M-20 grade reinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to beused confirming to IS : 1489 (Part-I)

All work upto plinth level Cum. 7259 2901.88 21064770.05

118 Centring and shuttering including strutting, propping etc. And removal of form forFoundations, footings, bases of columns etc. for mass concrete. Sqm 12692 106.85 1356188.49


119 Add or deduct for providing richer or leaner mixer respectively at all floor levelProviding M-25 grade R.C.C. instead of M-20 grade R.C.C. (Note:- Ready Mix Concrete (RMC) using PPC Cement tobe used confirming to IS : 1489 (Part-I) Cum. 7319 135.17 989276.27

Total of Sub-Head - XII 136501990.48


Rate Amount


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to53m size range with necessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area includingsorting, spreading as shown in the drawing, watering and consolidation with compactor etc. complete including supplying,spreading and consolidation of screening and blinding material etc. complete. (Measurement for payment shall be on finalcompacted thickness of the layers as mentioned in the drawings). No separate payment of the screening and blinding materialshall be taken for payment.

175m thick consolidated thickness in one layer (using 0.53 cum,. Of stone screening 13.2mm nominal size and 0.18cum. Ofblinding material murrum / selected earth for every 10 sqm.)

Cum 5423

1349.26 7317058.18

Total of Sub-Head - I 7317058.18SUB-HEAD : II : CONCRETE WORK

2 Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1: Cement : 3 Coarse Sand : 6 Graded Stone aggregate 20mmnominal size) over 75 mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with finesand including finishing the top smooth.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm 6279

299.49 1880467.60

3 Brick edging 7 cm widw 11.4 cm deep to plint protection with bricks of class designation 75 including grouting with cementmortor 1 : 4 ( 1: Cement : 4 Fine sand)Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Meter 10543

21.86 230446.57

Total of Sub-Head - II 2110914.17





SHEET - 1B


Rate Amount

4 Providing and fixing 100 mm brass lock (best make of approved quality) for aluminiumdoor including necessaryGrass cuttingand making good etc. complete.

Each 4

280.25 1121.00

Total of Sub-Head - V 280.25 1121.00


5 Steel work welded in built up section / framed work including cutting, hoisting, fixing in position and applying a primer coatof approved steel primer using structural steel etc as required. in stringers, treads, landing etc of staircase including use ofchequeral plate wherever required, all complete.

Kg. 3323

65.84 218794.15

6 Providing and fixing precoated galvanisediron profile sheets (Size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 5% total coated thickness (TCT) , Zinc coating 120 gsm as per IS : 277 in 240 mpa steel grade, 5-7 micronepoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired Engineer-in-charge.The sheet shall be fixed using self drilling / self tapping screws of size (5.5 X 55 mm) with EPDM seal orwith polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with shitel lead complete upto any pitch in horizontal / vertical or curved surfacesexcluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required.

Sqm 830.65

590.15 490208.16



Total of Sub-Head - VII


Total of Sub-Head - VIII


7 Finishing wall with Premium Acrylic smooth exterior paint with silicon additions of required shade. New work (Two or morecoats applied @ 1.43 Ltr / 10 sqm over and include base coat of water proofing cement paint applied @ 2.20 kg/10sqm.

Sqm. 90584

80.87 7325528.08


Rate Amount

8 Melamine Polishing on wood work (one or more coat)

Sqm. 97

60.73 5890.91



9 Providing and fixing stainless steel (SS 304 Grade) adjustable friction window stays of approved quality with necessarystainless Steel Screws etc. to the side hung window as per diection of Engineer-in-Charge-355x19mm.

Each 476

332.98 158497.55

10 Filling the gap in between aluminiumframe and adjusment RCC/Brick/ Stone work by Providing weather silicon sealed overbacker rod of approved quality as per Architectural drawing and direction of Engineer-in-Charge.

Upto 5mm depth and 5 mm width. Rmt 715 79.66 56956.90

11 Providing and fixing Double glazed hermetically sealed glazed in Aluminiumwindow, ventilator and portation etc. with 6 mmthick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers,desiccants, sealent (Both Primary and Secondary sealent) etc as per specifications, drawings and direction of Engineer-in-Charge complete.

Sqm. 450

3778.23 1700205.69



Total of Sub-Head - XI

SUB-HEAD : XII : PILING WORK

Total of Sub-Head - XII


1 SUB HEAD : 1 WATER SUPPLY : Rs. 4649782.07 438033.06

2 SUB HEAD :2 SANITARY INSTALLATION : Rs. 6660969.47 569300.19

Total : Rs. 11310751.54 1007333.25

GRAND TOTAL : Rs.

BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACADEMY AT RAJGIR IN THE DISTRICT OF NALANDA

PART-II WATER SUPPLY AND SANITARY

ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT.OF INDIA ENTERPRISE)


Sl.No.

Description Unit Total Quantity

Rate Amount

SUB HEAD : 1 WATER SUPPLY

1 Providing and fixing G.I. Pipes complete with G.I. Fitting, Clamps, including cutting, making the good wall.(Exposed on walls shafts and terrace)

15 mm dia nominal bore Meter 1032.00 61.91 63892.89






2 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall.15 mm dia nominal bore Meter 4843.00 167.44 810928.56


3 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)25 mm dia nominal bore Meter 1046.00 90.78 94955.95


4 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. Complete.25 to 40 mm nominal bore Connection 287.00 101.64 29171.76

5 Providing and fixing C.P.brass bib cock of approved quality confirming to IS : 8931.15 mm dia nominal bore Each 846.00 178.05 150634.43

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

SCHEDULE OF QUANTITES FOR PLUMBING WORK



SHEET - 1A

Sl.No.


Rate Amount

6 Providing and fixing C.P.brass stop cock (concealed) of standard design and of approve dmake conforming to IS:8931.15 mm dia nominal bore Each 773.00 178.05 137636.42

7 Providing and fixing gate valve with C.I. wheel of approved quality (screwed end).32 mm dia nominal bore Each 39.00 251.04 9790.52

40 mm dia nominal bore Each 23.00 312.43 7185.86

8 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main.25 mm dia nominal bore Each 213.00 198.64 42310.92

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

15 mm dia nominal bore Each 1214.00 34.62 42025.86

10 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.100 mm diameter Each 628.00 24.55 15420.03

11 Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality.15 mm diameter pipe Each 791.00 1.64 1300.33

20 mm diameter pipe Each 1631.00 1.90 3106.80





12 Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work.25 mm dia pipe Each 254.00 17.06 4332.38

13 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand andmanufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.

Per Litre 255550.00

4.28 1093593.24

14 Providing and fixing C.P. brass long body, bib cock of approved quality conforming to IS standards.

a) 15 mm nominal bore Each 1707.00 254.14 433824.13

Sl.No.


Rate Amount

15 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore Each 3769.00 202.01 761371.63

TOTAL 4649782.07

SUB HEAD :2 SANITARY INSTALLATION

16 Providing and fixing white vitreous china pedistal type water closet (European type W.C. Pan) with seat and lid C.P.brass hinges and rubber buffers, 10 litre low level P.V.C. flushing cistern with fittings. C.I. / M.S. brackets 40mmdiameter flush bend with fittings and clamps, overflow arrangement with specials and mosquito proof coupling ofapproved municipal design complete including painting of fittings and brackets, cutting and making good the wallsand floors wherever required.

W.C. pan with white solid plastic seat and lid. Each 236.00 1512.17 356871.22

17 Providing and fixing white vitreous china water closet squatting pan (Indian type W.C. Pan) with 100 mm sand castiron P or S trap.10 Litre low level P.V.C. flushing cistern (of approved make) with fittings. C.I. M.S. brackets, 32mm diameter flush pipe with fittings and clamps, overflow arrangement with specials and mosquito proof couplingof approved municipal design including painting of fittings and brackets, cutting and making good the walls andfloors wherever required.

Long pan pattern W.C. pan of size 580 mm with flush pipe & overflow arrangement. Each 543.00694.55 377142.87

18 Providing and fixing white vitreous china flat back or wall corner typelipped urinal basin of 430x260x350 mmsizes respectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P.brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required.

One urinal basin with 5 litre P.V.C. automatic flushing cistern. Each 262.00 1561.78 409186.11

19 Providing and fixing C.P. brass waste for sink or wash basin.32 mm dia Each 850.00 63.99 54391.94

40 mm dia Each 202.00 71.24 14391.40

20 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete.Flexible Pipe32 mm dia Each 943.00 33.79 31865.27

40 mm dia Each 148.00 36.20 5357.70

21 Providing and fixing 100 mm sand cast Iron grating for gully, floor or nahani trap. Each 1326.00 10.46 13874.71

Sl.No.


Rate Amount

23 Providing and fixing stainless steel jali (grating) with or without hole for waste pipe for floor / nahani trap.75 mm dia weight not less than 70 gms Each 572.00 16.50 9437.96

24 Providing and fixing 600x450 mm bevelled shape edge or supertor ( or approved quality) complete with 6 mm thickmiror hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Each 858.00

364.57 312803.49

25 Providing and fixing toilet paper holderC.P. brass Each 813.00 80.64 65558.95

26 Providing and fixing soil, waste and vent pipes100 mm dia Sand cast iron S & S Pipe Meter 8594.00 291.67 2506585.88

75 mm dia Sand cast iron S & S Pipe Meter 2335.00 247.50 577910.13

27 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embeddedin and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.

6.00For 100 mm dia pipe Each 1579.00 40.18 63451.07

For 75 mm dia pipe Each 611.00 40.14 24526.06

28 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nuttscomplete.100 mmSand cast iron S&S Each 362.00 177.14 64125.26

75 mm diaSand cast iron S&S Each 106.00 131.55 13944.00

29 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3mm thick,bolts & nuts complete.

100 x 100 x 100 x 100 mmSand cast iron S&S Each 35.00 332.86 11650.11


Sl.No.


Rate Amount

30 Providing and fixing double equal plain junction of required degree.



31 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mmthick bolts and nuts complete.

100 x 100 x 100 mmSand cast iron S&S Each 128.00 244.79 31332.51

75 x 75 x 75 mm 20.00Sand cast iron S&S Each 73.00 178.66 13041.82

32 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mmthick bolts complete.


33 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter.100 mm Each 3335.00 76.32 254541.03

75 mm Each 1344.00 65.18 87604.78

34 Providing and fixing M.S stays and clamps for sand cast iron / centrifugally cast (spun) iron pipes of diameter.100 mm Each 2506.00 33.41 83722.12

75 mm Each 669.00 32.50 21745.23

35 Providing and fixing sand cast iron trap of self cleaning design with sand cast iron screwed down or hinged gratingwith or without vent arm complete, including cost of cutting and making good the walls and floors.

100 mm inlet and 100 mm outlet Each 523.00 268.88 140623.43

100 mm inlet and 75 mm outlet Each 856.00 226.62 193982.70

36 Cutting chases in brick masonry walls for following diameter sand cast iron / centrifugally cast (spun) iron pipesand making good the same with cement concrete 1:3:6 (1 cement : 3 coarse sand and 6 graded stone aggregate12.5mm nominal size) including necessary plaster in cement mortar 1:4 (1 cement : 4 coarse sand)

100 mm Meter 634.00 84.27 53429.74

Sl.No.


Rate Amount

75 mm Meter 547.00 60.29 32976.01

37 Providing and fixing on wall face uplastidsed-PVC (working pressure 4 kg per sqcm) rain water pipes conformingto IS : 4985 including jointing with seaf ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

75 mm diameter Meter 1037.00 92.50 95924.84

110 mm diameter Meter 3353.00 163.87 549451.40

38 Providing and fixing on wall face unpfasticised PVC moulded fittings/accessories for unplasticised-PVC rain waterpipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap forthermal expansion.

Single tee without door110x110x110mm Each 336.00 210.75 70812.11

Band75 mm bend Each 369.00 83.93 30971.95

110 mm bend Each 247.00 131.56 32494.30

TOTAL 6660969.47

Sl.No. Description Unit

Total Quantity

Rate Amount


1 Providing and fixing ball valve (brass) of approved quality complete.High or low-pressure with plastic floats

20 mm dia nominal bore Each 311.00 307.15 95524.3525 mm dia nominal bore Each 410.00 448.25 183783.57

2 Construction masonry chamber 30 x 30 x 50 cm inside with 75 class designation brick work in cementmortar 1:5 (1cement : 5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed incement concrete slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessaryexcavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) andinside plasteringwith cement mortar 1:3 ( 1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neatcement complete as per standard design.

With F.P.S bricks Each 197.00 805.71 158725.14

TOTAL 438033.06





SHEET - B

Sl.No. Description Unit

Total Quantity

Rate Amount


3 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angleframe with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete.

Each 698.00 294.31 205426.00

4 Providing and fixing towel rail complete with brackets fixed to wooden cleats with C.P. brass screws. Each 821.00 443.21 363874.19

TOTAL 569300.19


1 Sub-head : I : Point Wiring : Rs. 70611466.24 0.00

2 Sub-head : II : Fans & Light Fixtures : Rs. 0.00 0.00

3 Sub-Head : III - Distribution Boards : Rs. 0.00 0.00

4 Sub-Head : IV - MV Panel Boards / Out-door Feeder Pillars : Rs. 0.00 0.00

5 Sub-Head : V L.T. Cables and Cable Trays : Rs. 1112568.60 1169128.91

6 Sub-head : VI Earthing & Lightning Conductor System : Rs. 1085260.65 311911.18

7 Sub Head - VII : Telephone System : Rs. 0.00 0.00

8 Sub Head - VIII : MATV System : Rs. 0.00 0.00

9 Sub-head : IX - Fire Alarm & Public Address System : Rs. 0.00 0.00

10 Sub-head : X - Lifts : Rs. 0.00 0.00

Total : Rs. 72809295.49 1481040.09


PART-III INTERNAL ELECTRICAL INSTALLATION ALL BUILDINGS



Sl.No.


Rate Amount

Sub-head : I : Point Wiring

1 Wiring for Light point / Fan point / Exhaust Fan point / Call Bell / 6 Amp light plug point with 1.5 sq.mm FR PVCinsulated copper conductor single core cable in surface / recessed PVC conduit, with modular switch, modular plate,suitable size GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. asrequired.

a) Group - A Point 5439.00 353.14 1920701.71b) Group - B Point 6070.00 410.54 2491985.55c) Group - C Point 990.00 490.56 485656.41

2 Wiring for Light point / Fan point / Exhaust Fan point / Call Bell / 6 Amp light plug point with 2x1.5 sq.mm PVC

insulated stranded copper conductor cable alongwith 1 No. 1.5 sq.mm PVC insulated copper conductor cable for earthingin surface/recessed PVC conduit as required. (Point shall be controlled / looped from existing point).

Point 6997.00 191.35 1338903.83

3 Wiring for twin control Light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface /recessed PVC conduit, 2 way modular switch, modular plate, suitable size GI box and earthing the point with 1.5 sq.mmFR PVC insulated copper conductor single core cable etc. as required. Point 500.00 529.70 264851.31

4 Wiring for light / power plug point with 2 x 4 sq.mm FR PVC insulated copper conductor single core cable in surface /

recessed PVC conduit alongwith 1 No. 4 sq.mm FR PVC insulated copper conductor single core cable for loop earthingas required. Metre 64300.00 147.86 9507683.69

5 Wiring for light / power plug point with 4 x 4 sq.mm FR PVC insulated copper conductor single core cable in surface /

recessed PVC conduit alongwith 2 Nos. 4 sq.mm FR PVC insulated copper conductor single core cable for loop earthingas required. Metre 35440.00 260.07 9216790.84

6 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including

providing and fixing 3 pin 5 / 6 amps modular socket outlet and 5 / 6 amps modular switch, connection, painting etc.asrequired. (For light plugs to be used in non residential buildings.) Each 5355.00 206.14 1103882.00

7 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess ,includingproviding and fixing 6 pin 20 / 16 amps modular socket outlet and 15 / 16 amps modular switch, connection, paintingetc.as required. Each 2457.00 272.24 668904.82

SCHEDULE OF QUANTITES FOR ELECTRICAL



SHEET - 1A


Sl.No.


Rate Amount

8 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, includingproviding and fixing 3 nos 3 pin 5 / 6 amps modular socket outlet and 1 no 15 / 16 amps modular switch,connection,painting etc.as required. Each 1270.00 529.70 672722.33

9 Supplying and fixing 20 Amps, 240 Volts, SPN industerial type, Socket outlet, with 2 pole and earth, metal enclosed plugtop along with 20 amps, 2Pole, RCCB in sheet steel enclosure, on surface or in recess with chained metalcover for thesocket out let and complete with connections, testing andcommissioning etc. as required.

a) 20A, 3 pin socket outlet controlled by 20A 2P RCCB. Each 115.00 1923.11 221157.37

10 Supplying and fixing 20 Amps, 240 Volts, SPN industerial type, Socket outlet, with 2 pole and earth, metal enclosed plugtop along with 20 amps, C series, MCB in sheet steel enclosure, on surface or in recess with chained metalcover for thesocket out let and complete with connections, testing andcommissioning etc. as required.

Each 112.00 747.15 83680.84

11 Supplying and fixing of following sizes of PVC conduit alongwith the accessories in surface / recess including painting incase of surface conduit or cutting and making good the same in case of recessed conduit as required as per specification.

a) 20mm dia 16 SWG PVC conduit. Metre 42815.00 36.53 1564083.99

b) 25mm dia 16 SWG PVC conduit. Metre 111490.00 45.23 5042595.01

c) 32 mm dia 16 SWG PVC conduit Metre 21030.00 63.49 1335294.20

d) 38 mm dia 16 SWG PVC conduit Metre 9415.00 85.24 802529.92

e) 50 mm dia 16 SWG PVC conduit Metre 3860.00 112.20 433103.65

12 Supplying and drawing following sizes of FR PVC insulated copper conductor single core cable in the existing surface /recessed PVC conduit as required.

a) 2 x 6.0 sq.mm + 1 x 6.0 sq.mm Metre 26085.00 212.23 5535992.56

b) 4 x 6.0 sq.mm + 1 x 6.0 sq.mmMetre 16930.00 336.61 5698791.32

13 Wiring for group light point controlled from existing MCB in DB with 2x4 sq.mm PVC insulated stranded copper

conductor single core cable in surface/recessed PVC conduit alongwith 1 No. 4 sq.mm PVC copper conductor cable forloop earthing as required (OUTDOOR RECESSED LIGHT). Metre 1472.00 57.41 84501.92

14 Wiring for circuit / submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor,single core cable in surface / recessed PVC conduit as required.2 X 1.5 sq.mm +1 X 1.5 sq.mm Earth wire Metre 220.00 84.37 18561.34

2 X 2.5 sq.mm +1 X 2.5 sq.mm Earth wire Metre 44895.00 108.72 4881157.48

Sl.No.


Rate Amount

2 x 10 sq.mm + 1 x 10 sq.mm earth wire Metre 14715.00 319.21 4697222.81



4 x 25 sq.mm + 2 x 16 sq.mm earth wire Metre1975.00 1167.26 2305337.14

15 Providing, fixing, connecting, testing and commisssioning of zinc passivated box with moulded plate in recess or onsurface moulded type with following including all necessary materials etc. as required.

a) 6/10 amp one way switch with 1 or 2 module plate. Each 49.00 161.78 7927.27

16 Providing, fixing, connecting, testing and commisssioning of zinc passivated box with moulded plate in recess or onsurface moulded type with following including all necessary materials etc. as required. a) 16/20 amp one way switch with 1 or 2 module plate Each 56.00 180.92 10131.32

Total Sub-head : I 70611466.24

Sub-head : II : Fans & Light Fixtures

Total Sub-head : II

Sub-Head : III - Distribution Boards

Total Sub-head : III

Sub-Head : IV - MV Panel Boards / Out-door Feeder Pillars

Total Sub-head : IV

Sub-Head : V L.T. Cables and Cable Trays

1 Supplying, laying, testing & commissioning of following sizes, XLPE insulated, armoured, alluminium cable 1100Vgrade on surface or existing cable tray and to be fixed with M.S. clamps of suitable size as directed by the E/I complete inall respects or with MS support including painting supply and providing cable identification markers etc. The armouringof the cable shall be properly connected with the earth conductor by clamps etc. complete as required.

a) 3.5 x 70 sq.mm Metre 30.00 413.15 12394.52b) 3.5 x 50sq.mm Metre 60.00 317.47 19048.42c) 3.5 x 35sq.mm Metre 50.00 317.47 15873.68d) 4 x 25sq.mm Metre 340.00 317.47 107941.04e) 3 x 25sq.mm Metre 130.00 317.47 41271.58

Sl.No.


Rate Amount

f) 3 x 16sq.mm Metre 90.00 317.47 28572.63g) 3 x 10sq.mm Metre 70.00 164.39 11507.33h) 4 x 6 sq.mm Metre 130.00 131.34 17073.99i) 3 x 6sq.mm Metre 670.00 122.64 82169.14j) 3 x 4sq.mm Metre 2980.00 122.64 365468.72k) 3 x 2.5sq.mm Metre 2770.00 122.64 339714.21

2 Supplying and making cable end termination complete with brass compression gland, crimping thimbles and insulatingand PVC sheathed aluminium conductor cable of1.1 KV grade of the under noted sizes as required.a) 3.5 x 70 sq.mm Set 2.00 380.97 761.94b) 3.5 x 50sq.mm Set 6.00 354.87 2129.25c) 3.5 x 35sq.mm Set 2.00 310.52 621.03d) 4 x 25sq.mm Set 32.00 255.72 8182.99e) 3 x 25sq.mm Set 26.00 255.72 6648.68f) 3 x 16sq.mm Set 16.00 255.72 4091.50g) 3 x 10sq.mm Set 12.00 255.72 3068.62h) 4 x 6 sq.mm Set 4.00 255.72 1022.87i) 3 x 6sq.mm Set 38.00 255.72 9717.30j) 3 x 4sq.mm Set 70.00 255.72 17900.30k) 3 x 2.5sq.mm Set 68.00 255.72 17388.86

Total Sub-head : V 1112568.60

Sub-head : VI Earthing & Lightning Conductor System

1 Earthing with G.I. Earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonary enclosurewith cover plate having locking arrangement and watering pipe etc.(but without charcoal or coke and salt) complete asrequired.

Set 46.00 1961.38 90223.40

2 Earthing with copper Earth plate 600 mm x 600 mm x 3.15mm thick including accessories and providing masonaryenclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt)complete as required.

Set 20.00 4851.69 97033.87

3 Extra for using salt and coke for G.I or copper plate earth electrode as required. Set 66.00 1155.08 76235.43

4 Providing and fixing following G.I./Copper strip from earth electrode as required.a) 25x 5mm copper strip Metre 410.00 570.58 233938.94b) 25x6 mm GI strip Metre 510.00 58.28 29720.75c) 50x6 mm GI strip Metre 200.00 116.55 23310.39

5 Providing and fixing of lightning conductor finiel, made of 25mm dia 300mm long GI tube, having single prong at topwith 85mm dia 6mm thick GI base plate including holes etc. complete as required. Each 42.00 240.06 10082.62

6 Providing and fixing GI tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as required. (forhorizontal run). Metre 1280.00 30.44 38966.63

7 Providing and fixing GI tape 20mm x 3mm thick on parapet or surface of wall for lightning conductor as required (forvertical run). Metre 360.00 38.27 13777.49

Sl.No.


Rate Amount

8 Providing and fixing testing joint, made of 20mm x 3mm thick GI strip, 125mm long with 4 nos. of GI bolts, nuts checknuts and spring washers etc. complete as required. Each 18.00 39.14 704.53

9 Providing and laying GI tape, 32mm x 6mm thick, on surface/recess for connection complete as required. Metre 120.00 66.97 8036.87

10 Earthing with GI earth pipe 4.5M long, 40mm dia including accessories, and providing masonary enclosure with coverplate having locking arrangement etc. (but without charcoal or coke and salt) complete as required. Set 176.00 1661.30 292388.89

11 Extra for using salt and charcoal for pipe earth electrode as required. Set 176.00 970.69 170840.84

Total Sub-head : VI 1085260.65

Sub Head - VII : Telephone System

Total Sub-head : VII

Sub Head - VIII : MATV System

Total Sub-head : VIII

Sub-head : IX - Fire Alarm & Public Address System

Total Sub-head : IX

Sub-head : X - Lifts

Total Sub-head : X

Sl.No.


Rate Amount


Total Sub-head : I 0.00

Sub-head : II : Fans & Light FixturesTotal Sub-head : II 0.00

Sub-Head : III - Distribution BoardsTotal Sub-head : III 0.00


Total Sub-head : IV 0.00

Sub-Head : V L.T. Cables and Cable Trays

Control Cables & Accessories1 Supplying, laying, testing & commissioning of following sizes of XLPE insulated armoured copper control cable of

1100 V grade on existing cable trench, surface of wall with M.S. clamps / cable tray complete as required.

a) 4 x 16 sq.mm Meter 778.81 0.00b) 4 x 10 sq.mm Meter 547.45 0.00c) 4 x 6 sq.mm Meter 377.97 0.00d) 3 x 6 sq.mm Meter 400.00 306.68 122672.58e) 3 x 10 sq.mm Meter 600.00 453.30 271978.03f) 3C x 1.5 sq.mm Meter 710.00 149.31 106006.87g) 5C x 1.5 sq.mm Meter 770.00 197.73 152251.20

2 Supplying and fixing of CRCA sheet steel, perforated cable tray duly stove enamel painted of approved shade inposition including fixing in trench/along wall or ceiling complete with M.S. rod/flat hangers directly grouted inwalls/ceiling or welded with steel structure etc. with necessary materials etc. as required.

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

SCHEDULE OF QUANTITES FOR ELECTRICAL



SHEED - 1B

Sl.No.


Rate Amount

100 mm wide x 50mm x 1.6mm thick R.M. 350.00 375.28 131348.44150 mm wide x 50mm x 1.6mm thick R.M. 510.00 450.61 229809.33300 mm wide x 50mm x 1.6mm thick R.M. 220.00 704.83 155062.45

Total Sub-head : V 1169128.91

Sub-head : VI Earthing & Lightning Conductor System

1 Providing and fixing following 'B' Class G.I. Pipe from earth electrode as required. a) 40mm dia. Metre 631.00 279.78 176540.91

2 Providing and fixing 8 SWG G.I. wire on surface or in recess for loop earthing alongwith the existing surface /recessed conduit/submain wiring/cable as required. Mtr 6290.00 21.52 135370.27

Total Sub-head : VI 311911.18

Sub Head - VII : Telephone System

Total Sub-head : VII

Sub Head - VIII : MATV System

Total Sub-head : VIII

Sub-head : IX - Fire Alarm & Public Address System

Total Sub-head : IX

Sub-head : X - LiftsTotal Sub-head : X


1 SUB-HEAD : I : EARTH WORK : Rs. 2089688.29 825013.48

2 SUB-HEAD : II : CONCRETE WORK : Rs. 14712368.14 41916.50

3 SUB HEAD : III : BRICK WORK : Rs. 4514066.17 0.00

4 SUB HEAD : IV : MARBLE WORK : Rs. 8612822.04 0.00

5 SUB HEAD : V : WOOD WORK : Rs. 285206.33 3363.00

6 SUB HEAD : VI : STEEL WORKS : Rs. 4208202.05 0.00

7 SUB-HEAD : VII : FLOORING : Rs. 574360.90 0.00

8 SUB-HEAD : VIII : ROOFING : Rs. 14536.38 0.00

9 SUB-HEAD : IX : FINISHING : Rs. 757456.48 291024.56

10 SUB-HEAD : X : ALUMINIMUM WORK : Rs. 1637167.20 433797.56

11 SUB-HEAD : XI : WATER PROOFING : Rs. 511422.66 0.00

12 SUB-HEAD : XII : PILING WORK : Rs. 10293833.19 0.00TOTAL : Rs. 48211129.85 1595115.10


BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACACDEMY AT RAJGIR IN THE DISTRICT OF NALANDA

PART-IV CONFERENCE-CUM-WELFARE CENTRE (CIVIL)


Sl. No. Description Unit Quantity Rate Amount


1 Earth work in excavation in foundation trenches or drains (not excoding 1.5m in width or 10 sqm on plan) including dressing of sidesand ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, withina lead of 50 m.


2 Earth work in excavation over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including disposal of excavatedearth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed.

All Kind of soil Cum. 113.07

3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth:consolidating each deposited layer by ramming and watering lead.

Cum. 800

37.31 29851.22

4 Excavating trenches of required width for pipes cables etc, including excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depthincluding consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a leadof 50 m.

All kinds of soil.

Pipes, cables etc. exceeding 80mm dia. But not exceeding 300mm dia. Mtr. 118.03

5 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a heightof 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

100 Sqm. 4315

214.32 9247.76

6 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Cum. 1645

117.72 193645.28

7 Supplying chemical emulsion in sealed containers including delivery as specified.

Chlorphyriphos/Lindone emulsifiable concretrate of 20%. Litre 6700 185.61 1243609.55

SHEED - 1A

ENGINEERING PROJECTSD (INDIA) LIMITED ( A GOVT OF INDIA ENTERPRISE )




8 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termits treatment (including the cost of chemicalemulsion)

Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters/sqm of the vertical surface of the substructureto a depth of 300mm including excavation channel along the wall & rodding etc. complete.

With chlorphyriphos/Lindone E.C. 20% with 1% concentration Mtr. 238 25.66 6106.80

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling andplugging holes etc.


Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300mm apart including drilling and plugging12mm diameter holes with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor.

With chlorphyriphos E.C. 20% with 1% concentration Sqm. 3525 141.69 499453.47

Treatment of existing masonry using chemical emulsion @ one litre per hole, 300mm interval including drilling holes at 45 degree andplugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole.



10 Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering, all work upto plinth level.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 347

1632.42 566450.94

11 Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size).Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm 140

156.65 21930.91

12 Extra for providing and mixing waterproofing material in cement concrete work in proportion recommended by the manufacturers. Per bag of 50 Kg. of cement.

37

26.18 968.69


13 Applying a coat of required petroleum bitumen of penetration 80/100 of approved quality using 1.7kg/m2 on damp proof course aftercleaning the surface with brushing and finally with a piece of cloth lighting, soaked in kerosene oil.

Sqm 140

58.54 8195.17

14 Providing and laying cement concrete internal walls, return walls, walls (any thickness) including attached Plasters, Colume, Piers,Abutments, Pilars, Post, Structs, buttresses, string or lacing courses, parapets coping, bedblocks, anchor blocking, plin window sills, fillsetc. up to floor five level excluding the cast of centring shuttering and finishing 1:11/2:3 ( 1 : Cement : 1 1/2 Coarse Sand : 3 grades toneaggregate 20,, nominal size.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

Cum. 11

3031.05 33341.52

15 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified gradefor reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 gradereinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)


Walls columns, pillars, posts and struts etc. Cum. 242 3060.62 740670.04

Beams, Plinth beams, griders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelvesetc. Cum. 867

3183.70 2760263.93


Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 1167

135.17 157738.13

17 Centring and shuttering including strutting, propping etc. And removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Sqm 70 106.85 7479.77



Shelves (Cast in situ) Sqm 30 155.87 4676.00


Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 2855 206.75 590269.20

Stairs, (excluding landings) except spiral-staircases. Sqm 645 201.53 129987.20

Archies Domes, Vaults upto 6 m span Sqm 475.86

Extra for Archies, Domes, Vaults exceeds 6 m span Sqm 242.15


18 Vertical and Horizontal lines fins individually or framing box louverd Band, faces and Eaves Board. Sqm 198.31

19 Small lintels not exceeding 1.5m clear span, mouldings as in cornices, window sills, string, courses, bands, copings, bed plates, anchorblocks and the like. Sqm 55

119.42 6568.23

20 Extra for Shuttering in circular work (20% of respective catering and shuttering items)

Slab Sqm 765 31.17 23847.58Beam Sqm 540 26.74 14438.18Column Sqm 870 41.35 35974.38


22 Weather shade, Chajja, Carpets etc including edge. Sqm 0 249.80

23 Add or deduct for plaster drip course /groove in plastered surface or moulding to R.C.C. projections. Mtr. 10.09

24 Extra for additional height in centring, shuttering where requirement with adequate bracing propping etc. including cast of de-shutterand de-centring at all levels, over a height of 3.5m for every additional height of 1 metre or part thereof suspended floor, roof landingbeams and balconies (plain area to be measured).

Sqm 2040

59.58 121544.57

25 Providing, precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of the jambs, sills and soffits.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

50 mm thick Sqm 340.26

26 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.Thermo -Mechanically treated Bar TMT FE-415 Kg. 163380 52.45 8569017.59

27 Providing and fixing in position copper plate as per design for expansion joints. Kg. 245.28

28 Providing and filling in position, blown bitumen in expansion joints.100mLx1cm

Wx1cmD

366.18

29 Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarsesand for expansion joints 100mLx1cm

Wx1cmD

86.94

30 Providing and fixing in position 12 mm thick bitumen imregnated fibre board conforming to IS: 1838 including cost of primer, sealingcompound in expansion joints. 100mLx1

cmD

350.53


31 Providing and fixing sheet covering over expansion joints with iron screws as per design to match the colour/shade of wall treatment.

Asbestos sheet 6 mm thick

150 mm wide Mtr. 48.71

200 mm wide Mtr. 65.41

Aluminium Fluted Strip 3.15 mm thick

150 mm wide. Mtr. 288.51

200 mm wide Mtr. 295.03

Total of Sub-Head - II 14712368.14SUB HEAD : III : BRICK WORK


Cement mortar 1:6 (1 cement : 6 coarse sand). Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Cum. 1625

2540.40 4128146.93


Cum. 1190

243.89 290228.33

37 Half brick masonry with bricks of class designation 100 A in foundations and plinth in :

Cement mortar 1:4 (1 cement : 4 coarse sand).Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 240

315.56 75734.43

Extra for half Brick masonry in superstructure above plinth level upto floor V level Sqm 240 26.88 6450.37

38 Extra for providing and placing in portion 2 Nos. 6mm dia M.S bars at every third course of half brick masonary.

Sqm 240

56.28 13506.11

Total of Sub-Head - III 4514066.17SUB HEAD : IV : MARBLE WORK


39 Providing and fixing 20mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations ofrequired size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with jointstreated with white cement, mixe with matching pigament-epoxy touch ups including rubbing, curing etc. complete at all levels.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Area of each slab over 0.2 sqm but upto 0.5 sqm Rajnagar plain white. Sqm 1234.67

Area of each slab over 0.2 sqm but upto 0.5 sqm Granite of any colour and shade Sqm 3480 2430.28 8457383.42

40 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing toedge to give high gloss finish etc. complete as per design approved by Engineer-in-charge.

Marble work Mtr. 71.41Granite work Mtr. 445 116.07 51652.75

41 Extra for fixing marble/granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with expoxyresin based (Araldite or equivalent) adhesive including cleaning etc. complete.

Mtr. 45

77.50 3487.43

42 Extra for providing opening of required size & shape for wash basins/kitchen sink in Kitchen platform. Vanity counters and similarlocation in marble/stone work including necessary holes for pillar taps etc. including rubing and polishing of cut edges etc.complete.

Each 40

10.18 407.06

43 Mirror polishing on marble work/stone work where ever required to given high gloss finish complete.

Sqm

97.68

44 Marble work gang saw cut (Polished and machine cut) of thickness 18 mm for wall lining (Veener work) in cement mortor 1:3 (1 Cement: 3 Coarse sand) including pointing with white cement motor 1:2 (1 White cement : 2 Marble Dust) with and mixture of pigment tomatch the marble shade (To be secural to the backing of means of cramps, which shall be paid for seperating) Note:- Used PPC Cementto be used conforming to IS: 1489 (Part-I)

White Marble - Raj Nagar Plain , Udaipur Green Marble / Zebra Black Marble - area of each slab over upto 0.50 sqm.Sqm 62

1568.89 97270.88

45 Providing and fixing expansion hold fastners on CC / RCC / Brick Surface backing including drilling necessary holes and the cost of bolts etc complete.Fastner with threaded dia 12mm Each 80 32.76 2620.51

Total of Sub-Head - IV 8612822.04


46 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position:

Second Class teakwood Cum. 54824.40


47 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including black enamelledM.S. but hinges with necessary screws excluding. Panelling which will be paid for separately.

35 mm thick Second Class teakwood Sqm 1411.67

48 Providing and fixing panelling or panelling and glazing in panelled of panelled and glazed shutters for doors, windows and clerestorywindows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured) panelling for panelled or panelledand glazed shutters 25mm to 40mm thick.

Second class teak wood Sqm 1127.25

49 Providing and fixing flush door shutters non decorative type, core of block board construction with frame of 1st class hard wood andwell matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

35 mm thick including anodised aluminium butt hinges with necessary screws. Sqm 128 1018.18 130326.68

50 Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of doorshutter to be measured).

Sqm 128

303.21 38810.76

51 Extra for cutting rebate in flush door shutters (total area of the shutter to be measured).

Sqm 40

70.54 2821.60

52 Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm with wire ofdia. 0.63 mm for doors windows and clerestory windows including bright finished or/and black enamelled M.S. Butt Hinges withnecessary screws.

Second class teak wood. Sqm 1596.33

53 Extra for Providing and Fixing Flush Door Shutter 1mm thick laminate of approved shade - Both side of shutter.

Sqm 128

557.01 71297.80

54 Providing and fixing glazed shutters for doors, windows and clerestory windows using 10kg/square meter (4 mm thick) glass panelsincluding black enamelled M.S. Butt hinges with necessary screws.

35 mm thick Second class teak wood. Sqm 1773.59

55 Providing and fixing M.S. Grills of requirement pattern in frames of window etc. with M.S. flats square or round bars etc. all complete.

Fixed to steel window by welding. Kg. 62.80


56 Providing and fixing fly proof galvanised M.S. wire gauze to windows and clerestory window using galvanised M.S. wire gauge withaverage width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.

With second class teak wood beading 62x19 mm Sqm 456.90

57 Providing 40x5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs andembeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Each

50.88

58 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868)transparent or dyed to required colour and shade with, nuts and screws etc. complete.

250x16 mm Each 50 141.69 7084.45

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

300x10 mm Each 74 75.58 5593.28

150x10 mm Each 74 45.14 3340.52

100x10 mm Each 30 33.92 1017.66

60 Providing and fixing aluminium pull bolt lock anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed torequired colour and shade with, nuts and screws etc. complete.

Each 24

46.19 1108.46

61 Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed torequired colour and shade with, nuts and screws etc. complete.

125 mm Each 90 51.67 4649.90

100 mm Each 180 37.40 6732.18

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

Single rubber stopper Each 20.01

Twin rubber stopper Each 74 54.97 4067.84

63 Deduct if fixed shutters (without hinges) are provided instead of openable shutters for doors, windows or cleresory windows with:

Black enamelled M.S Butt hinges with necessary screws. Sqm 30.70


65 Extra for Providing and fixing flush door with teak veneering.On one side Sqm 30 278.51 8355.21



66 Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6mm angle iron and 3mm M.S gusset plates at the junction andcorners, all necessary fittings complete including applying priming coat of approved steel primer.

Using flat 30x6mm for diagonal braces and central cross piece. Sqm 10 1553.53 15535.33

67 Supplying and fixing rolling shutters of approved make, made of required size of M.S laths interlocked together through their entirelength and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangementsfor inside and outside locking with push and pull operation complete including the cost of providing an fixing necessary 27.5 cm longwire springs grade No. 2 and M.S top cover of required thickness for rolling shutters.

80x1.25mm M.S Laths with 1.25mm thick top cover. Sqm. 1257.02

Providing and fixing ball bearing for rolling shutters. Each 357.14


Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) Sqm. 500.39


Sqm.

229.02

70 Providing and fixing T-iron frames for doors windows and ventilators of mils steel Tee-Sections, joints miltred and welded with 15x3mm lugs 10 cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as requiredincluding.

Kg. 250

71.06 17765.48

71 Providing and fixing pressed steel door conforming IS code 351 manufactured from commercial mild steel sheet of 1.25mm thicknessincluding hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.25mmpressed mild steel welded or rigidy fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steelbutt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steelprimer after pre-teatement of the surface as directed by Engineer-in-charge

Profile B Mtr. 5 264.24 1321.21

Profile C Mtr. 5 285.29 1426.46

Profile E Mtr. 5 318.69 1593.46


72 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approvedsteel primer.

E.R.W. tube 40 mm nominal dia Kg. 100 115.68 11568.22

73-A Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts asrequired, including providng and fixing of glass panes with glazing clips and special metal-sash putty of approved make completeincluding applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessaryhinges or pivots as required. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Doors Sqm. 2152.73

73-B Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty insteel doors, windows, Ventilators and comosite units.Steel Doors Sqm. 166.48

Steel Windows Sqm. 199.70

74 Structural Steel work riveted or bolted in rolled section, builtup sections, plate and inserts, trussess and frame work, including cutting,hoisting, fixing in position and applying a prime coat of approved steel primer etc. all complete.

Kg. 86000

48.36 4158991.89

76 Fencing with welded steel wire fabric 75 mm x 50 mm providing 1.2M high fencing with Angle Iron post 50m x 50m x 6mm at 3 metercentre to centre with 0.4m embedded in M-15 Grade cement concrete, corner end and every 10th Post to be strutted, provided withwelded steel wire fabric of 75 x 50 mm or 75 x 25 mm mesh and fixed to ironpost by flat iron 50 x 5mm and bolted etc all complete.

Mt.

370.53



80 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cementincluding cement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)


81 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neatcement. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)


18 mm thick Sqm. 2 136.30 272.59

82 Providing and laying Ist quality Ceramic glazed wall tiles confirming to IS : 15622 (thickness to be specified by manufacturer) ofapproved 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 Cement Mortar 1:3 (1 Cement : 3 Coarse sand ) and jointing with grey cement slurry@ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 375

661.82 248183.94

83 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst quality conforming toIS: 15622 of approved make in colours such as white, ivory, Grey, Fume Red, Brown, laid on 20 mm thick Cement motar 1:4 ( 1 cement :4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm.

720.53

84 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst quality conforming toIS: 15622 of approved make in colours such shades except white, ivory, Grey, Fume Red, Brown, laid on 20 mm thick Cement motar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm.

755.59

85 Providing and fixing glass strips in joint of terrazo/cement concrete floors.40 mm wide 4 mm thick Mtr. 15.87

86 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of lst quality conforming toIS: 13755 of NITCO, ORIENT, SOMANY, KAJARIA or equivalent make in colours such as white, ivory, Grey, Fume Red, Brown, laidon 20 mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc.complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm.

905.02

87 Providing and laying Ceramic glazed floor tiles 400x400 mm (thickness to be specified by the manufacturer) of lst quality conforming toIS: 13755 of NITCO, ORIENT, SOMANY, KAJARIA or equivalent make in colours such as white, ivory, Grey, Fume Red, Brown, laidon 20 mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc.complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 175

949.20 166110.48

88 Providing and laying vitrifed floor tiles skirting (thickness to be specified by the manufacturer) with water absorption's less than 0.08%and conforming to IS: 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarsesand) including grouting the joints with white cement and matching pigments etc, complete. (Flooring and Skirting) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Size of Tile 60x60 cm Sqm. 14 1214.31 17000.41


89 Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average)thick base of Cement motar 1:4 ( 1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishingcomplete with. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rajnagar plain white marble 18mm thick above 0.10 sqm upto 0.20 sqm. Sqm. 1304.43

Udaipur Green Marble Sqm. 1361.31

90 Tile work in skirting, risers of steps and dado over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed withgrey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Marble tiles (polished) Raj Nagar 8 mm thick Sqm. 692.18

91 Kota stone slab flooring over 20 mm (Av.) thick base laid over and jointed with grey cement slurry mixed with pigment to match theshade of the slab including rubbing and polishing complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

25mm thick. Sqm. 180 696.53 125375.13

92 Kota stone slab 25mm thick in riser of steps, skirting, dado and pillars laid on 12mm (Av.) thick cement mortar 1:3 (1 cement : 3 coarsesand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 17

846.05 14382.77

93 Extra for nosing in marble stone for treads Mtr. 94.72

94 Extra for Marble stone flooring in treads of steps. Not Exceeding 30 cm in width.

Sqm.

111.59

95 Extra for nosing in steps and treads of kota stone slab

Mtr.

26.01

96 Extra for kota stone floooring in steps and trades not exceeding 30 cm in width.

Sqm.

5.65

Total of Sub-Head - VII 574360.90



99 Providing gola 75x75mm in ceent concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishingwith cement mortar 1:3(1 cement : 3 coarse sand) as per standard design. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rmt. 230

53.49 12303.19

100 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarsesand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Each 26

85.89 2233.19

Total of Sub-Head - VIII 14536.38




102 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement : 6 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 2310 62.62 144663.61

103 20mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 3600 90.28 325023.44

104 6mm cement plaster to ceiling of mix 1:4 (1 cement : 4 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 3650 45.92 167626.09

105 White washing with whiting to given an even shade:New work (three or more goats) Sqm. 3650 6.09 22223.16

106 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

New work (two or more coats) over and incluidng priming coat with cement primer. Sqm. 35.23

107 Distemperig with 1st quality washable distemper (ready made) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications.


Two or more coats on new work. Sqm. 21.74

108 Applying one coat of cement primer of approved brand and manufacture on wall surface.Cement Primer Sqm. 15.74

Distemper Primer Sqm. 17.05

109 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.

New work (three or more coats) Sqm. 52.01

110 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

Two or more coats on new work Sqm. 40.88

114 Painting with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:

115 Two or more coats on new work over an under coat of suitable shade with ordinary pain of approved brand and manufacture. Sqm. 270 55.58 15006.50

116 French Sprit Polishing two or more coats on wood work including a coat of wood filler.

Sqm.

72.71

119 Tiles brick masonry work 5 cm thick with the bricks of class designation 100 A in cement mortor 1:3 ( 1 cement : 3 coarse sand) insuperstructure. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm.

289.12

120 Pointing on tile brick work with cement mortor 1: 3 (1 cement : 3 coarse sand ) Flush Pointing. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm.

51.23



122 Providing and fixing anodised aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubularand other sections of approved make conforming to IS: 733 and IS: 1285 anodised transparent or dyed to required shade according to IS:1868. (Minimum anodise coating of grade AC 15) fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastnersincluding necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sectionsshall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beadingfor glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.(Glazing and panelling to be paid for separately.)


For fixed portion. Kg. 3340 312.25 1042931.41

124 Providing and fixing stainless steel (SS 304 Grade) adjustable friction window stays of approved quality with necessary stainless SteelScrews etc. to the side hung window as per diection of Engineer-in-Charge-355x19mm.

Each 178

215.32 38326.38

125 Providing and fixing 12 mm thick prelaminated three layermedium density (exterior grade) particle board Grade I, Type II conformingto IS:12823 bonded with phenol formaidhyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminiumdoors, window shutters and partition frames, with C.P. brass/stainless steel screws etc. complete as per architectural drawings anddirection of engineer-in-charge.

Pre-laminated particle board with decorative lamination on one side and balancing lamination of otherside. Sqm. 811.95 0.00

Prelaminated particle board with decorative finish on both side. Sqm. 130 852.74 110856.58

126 Providing and fixing glazing in aluminium door, window, ventilator, shutters and partitions etc. with PVC/Neo Prene gasket etc.complete as per the architectural drawings and the directions of Engineer-in-Charge. (Cost of aluminium snap beading shall be paid inbasic item)

With glass panes of 4.0 mm thickness (weight not less than 10.0kg/sqm.) Sqm. 567.63 0.00

With glass panes of 5.50 mm thickness (weight not less than 13.75kg/sqm.) Sqm. 590 693.22 409001.75

127 Providing and fixing double action hydraulic floor spring of approved brand and manufacture (conforming to IS:6315), for Aluminiumdoors including cost of cutting floor as required, embedding in floors and cover plates etc. complete as per direction of Engineer-in-Charge.

Each 20

1802.55 36051.09



130 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment ofroofs, balconies, terraces etc, consisting of following operations a) Applying and grouting a slurry coat of neat cement using 2.75kg/sqmof cement admixed with proprietary water proofing compound cleaning the surface before treatment, b) Laying cement concrete usingbroken bricks/ bricks bats 25 mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietarywater proofing compound conforming to IS: 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand)admixed with proprietary water proofing compound conforming to IS : 2545 to required slope and treating similary the adjoining wallsupto 300 mm height including rounding of junctions, or walls and slabs.

With average thickness of 120mm and minimum thickness at khurras as 65mm. Note:- Used PPC Cement to be used conforming to IS:1489 (Part-I) Sqm. 1235

414.11 511422.66

Total of Sub-Head - XI 511422.66


SUB-HEAD : XII : PILING WORK135 Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in cement concrete

piles with mix 1:1.5::3 (1 cement : 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) to carry a safe working load not lessthan specified, excluding the cost of steel reinfrement but including the cost of boring with bentonite solution and the length of the pile tobe embedded in pile cap etc. all complete. (Length of pile for payment shall be measured up to the bottom of pile cap). (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

300 mm dia piles. meter 740 325.04 240530.22

400 mm dia piles. meter 825 616.33 508475.38

136 Extra over item no. 1 for boring, providing and installing cast in situ double under reamed piles, instead of single under ream ofspecified diameter and length. (Only the quantity of extra bulbs are to be paid).

Each 90

409.41 36846.95

137 Vertical load testing of pile in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile heador construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-Charge.

Single Pile

Upto 50 tonne capacity pile cost per test per test 2 24135.30 48270.61

Above 50 tonne & upto 100 tonne capacity pile per test 10 34037.00 340370.03

138 Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911 (Part-IV) including preparation of pile head etc. for :-

Single pile


Group of two pile

Upto 50 tonne capacity each per test 10 28467.30 284672.97

139 Lateral load testing of single pile in accordance with I.S. Code of practice I.S. : 2911 (Part-IV) for determining safe allowable lateral loadon pile :


140 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding etc. all complete.

Thermo-mechanically treated bar TMT FE-415 Kg 125100 52.45 6561293.31

141 Demolishing RCC work including stacking of steel bars and disposal of unserviceable material with 50 meter lead.

Cum 60

432.55 25952.82


142 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified gradefor reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 gradereinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)




144 Add or deduct for providing richer or leaner mixer respectively at all floor levels.Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be usedconfirming to IS : 1489 (Part-I)

Cum. 670

135.17 90560.88

Total of Sub-Head - XII 10293833.19



9 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m size range withnecessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading as shown in the drawing,watering and consolidation with compactor etc. complete including supplying, spreading and consolidation of screening and blinding material etc.complete. (Measurementfor payment shall be on final compacted thicknessof the layers as mentioned in the drawings). No separate payment of thescreening and blinding material shall be taken for payment.

175m thick consolidated thicknessin one layer (using0.53 cum,. Of stone screening13.2mm nominal size and 0.18cum. Of blinding material murrum/ selected earth for every 10 sqm.) Cum 435

1896.58 825013.48


32 Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1: Cement : 3 Coarse Sand : 6 Graded Stone aggregate 20mm nominal size) over75 mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm 125

299.49 37435.65

33 Brick edging 7 cm widw 11.4 cm deep to plint protection with bricks of class designation 75 including grouting with cement mortor 1 : 4 ( 1:Cement : 4 Fine sand)Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Meter 205

21.86 4480.84

Total of Sub-Head - II 41916.50SUB HEAD : III : BRICK WORK




SHEET - 1B


Total of Sub-Head - IIISUB HEAD : IV : MARBLE WORK

Total of Sub-Head - IV


64 Providing and fixing 100 mm brass lock (best make of approved quality) for aluminiumdoor including necessaryGrass cutting and making good etc.complete. Each 12

280.25 3363.00



75 Steel work welded in built up section / framed work including cutting, hoisting, fixing in position and applying a primer coat of approved steelprimer using structural steel etc as required. in stringers, treads, landing etc of staircase including use of chequeral plate wherever required, allcomplete. Kg.

65.84

77 Providing and fixing precoated galvanised iron profile sheets (Size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm +

5% total coated thickness (TCT) , Zinc coating 120 gsm as per IS : 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheetand polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimumto avoid scratches while transportation andshould be supplied in single length upto 12 metre or as desired by Engineer-in-charge.The sheet shall be fixed using self drilling / self tapping screwsof size (5.5 X 55 mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washersorwith G.I. limpet washers filled with shitel lead complete upto any pitch in horizontal / vertical or curved surfaces excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required.

Sqm

592.72

Total of Sub-Head - VI


Total of Sub-Head - VII



Total of Sub-Head - VIII


112 Finishing wall with Premium Acrylic smooth exterior paint with silicon additions of required shade. New work (Two or more coats applied @ 1.43Ltr / 10 sqm over and include base coat of water proofing cement paint applied @ 2.20 kg/10sqm. Sqm. 3600

80.84 291024.56

117 Melamine Polishing on wood work (one or more coat) Sqm. 60.73



123 For shutters of doors, windows and ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings whereverrequired including the cost of PVC neoprene gasket required (Fittings shall be paid for separately). Kg. 790

506.02 399759.28

128 Filling the gap in between aluminiumframe and adjusmentRCC/Brick/ Stone work by Providing weather silicon sealed over backer rod of approvedquality as per Architectural drawing and direction of Engineer-in-Charge.Upto 5mm depth and 5 mm width. Rmt 430 79.16 34038.28

129 Providing and fixing Double glazed hermetically sealed glazed in Aluminiumwindow, ventilator and portation etc. with 6 mm thick clear float glassboth side having 12 mm air gap including providing EPDM gasket, perforated aluminiumspacers, desiccants, sealent (Both Primary and Secondarysealent) etc as per specifications, drawings and direction of Engineer-in-Charge complete. Sqm.

3778.23



Total of Sub-Head - XI

SUB-HEAD : XII : PILING WORK

Total of Sub-Head - XII


1 SUB HEAD : 1 WATER SUPPLY : Rs. 317242.41 5388.45

2 SUB HEAD :2 SANITARY INSTALLATION : Rs. 332158.39 42612.04

Total : Rs. 649400.79 48000.49




PART-V CONFERENCE-CUM-WELFARE CENTRE (PLUMBING)

Sl.No.

Description Unit Qty. Rate Amount


1 Providing and fixing G.I. Pipes complete with G.I. Fitting, Clamps, including cutting, making the good wall. (Exposed on wallsshafts and terrace)

15 mm dia nominal bore Meter 61.91


25 mm dia nominal bore Meter 60 105.54 6332.43




2 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall.15 mm dia nominal bore Meter 148 167.44 24781.63



32 mm dia nominal bore Meter

3 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)25 mm dia nominal bore Meter 25 90.78 2269.50


4 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cuttingand threading the pipe etc. Complete.





SHEET - 1A

Sl.No.


25 to 40 mm nominal boreConnection 2

101.64 203.29

5 Providing and fixing C.P.brass bib cock of approved quality confirming to IS : 8931.15 mm dia nominal bore Each 48 178.05 8546.63

6 Providing and fixing C.P.brass stop cock (concealed) of standard design and of approve dmake conforming to IS: 8931.15 mm dia nominal bore Each 68 178.05 12107.73

7 Providing and fixing gate valve with C.I. wheel of approved quality (screwed end).32 mm dia nominal bore Each 251.04

40 mm dia nominal bore Each 312.43

8 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main.25 mm dia nominal bore Each 2 198.64 397.29

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

15 mm dia nominal bore Each 45 34.62 1557.80

10 Providing and fixing C.P. brass shower rose 15 or 20 mm inlet.100 mm diameter Each 24.55

11 Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality.15 mm diameter pipe Each 1.64

20 mm diameter pipe Each 1.90

25 mm diameter pipe Each 65 2.44 158.87



50 mm diameter pipe Each 3.82

12 Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work.

Sl.No.


25 mm dia pipe Each 20 17.06 341.13

13 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture withcover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings andthe base support for tank.

Per Litre 30000

4.28 128381.13

14 Providing and fixing C.P. brass long body, bib cock of approved quality conforming to IS standards.

a) 15 mm nominal bore Each 8 254.14 2033.15

15 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931a) 15 mm nominal bore Each 180 202.01 36361.61

TOTAL 317242.41


16 Providing and fixing white vitreous china pedistal type water closet (European type W.C. Pan) with seat and lid C.P. brasshinges and rubber buffers, 10 litre low level P.V.C. flushing cistern with fittings. C.I. / M.S. brackets 40mm diameter flushbend with fittings and clamps, overflow arrangement with specials and mosquito proof coupling of approved municipal designcomplete including painting of fittings and brackets, cutting and making good the walls and floors wherever required.

W.C. pan with white solid plastic seat and lid. Each 36 1512.17 54437.98

17 Providing and fixing white vitreous china water closet squatting pan (Indian type W.C. Pan) with 100 mm sand cast iron P or Strap.10 Litre low level P.V.C. flushing cistern (of approved make) with fittings. C.I. M.S. brackets, 32 mm diameter flush pipewith fittings and clamps, overflow arrangement with specials and mosquito proof coupling of approved municipal designincluding painting of fittings and brackets, cutting and making good the walls and floors wherever required.

Long pan pattern W.C. pan of size 580 mm with flush pipe & overflow arrangement. Each 12694.55 8334.65

18 Providing and fixing white vitreous china flat back or wall corner typelipped urinal basin of 430x260x350 mm sizesrespectively with automatic flushing cistern with C.I./M.S. brackets standard size of G.I. flush pipe and C.P. brass spreaderswith brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls andfloors wherever required.

One urinal basin with 5 litre P.V.C. automatic flushing cistern. Each 1561.78

Sl.No.


19 Providing and fixing C.P. brass waste for sink or wash basin.32 mm dia Each 70 63.99 4479.34

40 mm dia Each 71.24

20 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete.Flexible Pipe32 mm dia Each 65 33.79 2196.44

40 mm dia Each 78.20

21 Providing and fixing 100 mm sand cast Iron grating for gully, floor or nahani trap. Each 92 10.46 962.65

22 Providing and fixing inlets fitting with max. 3 inlets 32, 40 or 50mm size fabricated from 100mm dia pipes and fixed to CItrap and set in 1:2:4 cement concrete as per standard drawing complete.

Each 50

739.32 36966.11

23 Providing and fixing stainless steel jali (grating) with or without hole for waste pipe for floor / nahani trap.75 mm dia weight not less than 70 gms Each 25 16.50 412.50

24 Providing and fixing 600x450 mm bevelled shape edge or supertor ( or approved quality) complete with 6 mm thick miror hardboard ground fixed to wooden cleats with C.P. brass screws and washers complete.

Each 58

364.57 21145.22

25 Providing and fixing toilet paper holderC.P. brass Each 48 80.64 3870.64

26 Providing and fixing soil, waste and vent pipes100 mm dia Sand cast iron S & S Pipe Meter 334 291.67 97416.77

75 mm dia Sand cast iron S & S Pipe Meter 112 247.50 27719.89

27 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron / Cast iron (spun) pipe embedded in andincluding cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including cost of cutting holes and making good the walls etc.

For 100 mm dia pipe Each 70 40.18 2812.90

For 75 mm dia pipe Each 50 40.14 2007.04

28 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick bolts and nutts complete.

100 mm

Sl.No.


Sand cast iron S&S Each 68 177.14 12045.63

75 mm diaSand cast iron S&S Each 25 131.55 3288.68

29 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts &nuts complete.

100 x 100 x 100 x 100 mmSand cast iron S&S Each 332.86


30 Providing and fixing double equal plain junction of required degree.



31 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick boltsand nuts complete.

100 x 100 x 100 mmSand cast iron S&S Each 244.79

75 x 75 x 75 mmSand cast iron S&S Each 178.66

32 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick boltscomplete.


33 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter.100 mm Each 125 76.32 9540.52

Sl.No.


75 mm Each 50 65.18 3259.11

34 Providing and fixing M.S stays and clamps for sand cast iron / centrifugally cast (spun) iron pipes of diameter.100 mm Each 70 33.41 2338.61

75 mm Each 50 32.50 1625.20

35 Providing and fixing sand cast iron trap of self cleaning design with sand cast iron screwed down or hinged grating with orwithout vent arm complete, including cost of cutting and making good the walls and floors.

100 mm inlet and 100 mm outlet Each 24 268.88 6453.08

100 mm inlet and 75 mm outlet Each 40 226.62 9064.61

36 Cutting chases in brick masonry walls for following diameter sand cast iron / centrifugally cast (spun) iron pipes and makinggood the same with cement concrete 1:3:6 (1 cement : 3 coarse sand and 6 graded stone aggregate 12.5mm nominal size)including necessary plaster in cement mortar 1:4 (1 cement : 4 coarse sand)

100 mm Meter 15 84.27 1264.11

75 mm Meter 10 60.29 602.85

37 Providing and fixing on wall face uplastidsed-PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS : 4985including jointing with seaf ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

75 mm diameter Meter 80.89

110 mm diameter Meter 120 144.12 17294.92

38 Providing and fixing on wall face unpfasticised PVC moulded fittings/accessories for unplasticised-PVC rain water pipesconforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

Single tee without door110x110x110mm Each 10 187.09 1870.92

Band75 mm bend Each 10 74.80 748.02

110 mm bend Each 121.86

TOTAL 332158.39

Sl.No.



1 Providing and fixing ball valve (brass) of approved quality complete.High or low-pressure with plastic floats



2 Construction masonry chamber 30 x 30 x 50 cm inside with 75 class designation brick work in cementmortar 1:5 (1 cement :5 fine sand) for stop cock, with C.I. surface box 100 x 100 x 75 mm (inside) with hinged cover fixed in cement concrete slab1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3( 1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design.

With F.P.S bricks Each 2 805.71 1611.42

TOTAL 5388.45


3 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle framewith C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete. Each 58

291.48 16905.95

4 Providing and fixing towel rail complete with brackets fixed to wooden cleats with C.P. brass screws. Each 58 443.21 25706.09

TOTAL 42612.04





SHEET - 1B


1 Sub-head : I : Point Wiring : Rs. 2436292.85

2 Sub-head : II : Fans & Light Fixtures : Rs.

3 Sub-Head : III - Distribution Boards : Rs.

4 Sub-Head : IV - MV Panel Boards / Out-door Feeder Pillars : Rs.

5 Sub-Head : V L.T. Cables and Cable Trays : Rs. 95113.37 114938.29

6 Sub-head : VI Earthing & Lightning Conductor System : Rs. 93192.87 13988.98

8 Sub Head - VIII : Telephone System : Rs.

9 Sub Head - IX : MATV System : Rs.

10 Sub-head : XII - Fire Alarm & Public Address System : Rs.

11 Sub-head : XV - Lifts : Rs.

TOTAL Rs. 2624599.08 128927.27


Sub Head: A Internal Electrical Works (Confrence Cum Welfare Center)

SUMMARY SHEET


PART-VI CONFERENCE-CUM-WELFARE CENTRE (ELECTRICAL)

Sl. No.



1 Wiring for Light point / Fan point / Exhaust Fan point / Call Bell / 6 Amp light plug point with 1.5 sq.mmFR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modularswitch, modular plate, suitable size GI box and earthing the point with 1.5 sq.mm FR PVC insulated copperconductor single core cable etc. as required.

a) Group - A Point 353.14

b) Group - B Point 410.54

c) Group - C Point 180 490.56 88301.17

2 Wiring for Light point / Fan point / Exhaust Fan point / Call Bell / 6 Amp light plug point with 2x1.5 sq.mmPVC insulated stranded copper conductor cable alongwith 1 No. 1.5 sq.mm PVC insulated copperconductor cable for earthing in surface/recessed PVC conduit as required. (Point shall be controlled /looped from existing point). Point 460

191.35 88022.83

3 Wiring for twin control Light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in

surface / recessed PVC conduit, 2 way modular switch, modular plate, suitable size GI box and earthing thepoint with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as required.

Point 4

529.70 2118.81





SHEET - A1

Sl. No.


4 Wiring for light / power plug point with 2 x 4 sq.mm FR PVC insulated copper conductor single corecable in surface / recessed PVC conduit alongwith 1 No. 4 sq.mm FR PVC insulated copper conductorsingle core cable for loop earthing as required. Metre 2000

147.86 295728.89

5 Wiring for light / power plug point with 4 x 4 sq.mm FR PVC insulated copper conductor single corecable in surface / recessed PVC conduit alongwith 2 Nos. 4 sq.mm FR PVC insulated copper conductorsingle core cable for loop earthing as required. Metre 800

260.07 208053.97

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

Each 45

206.14 9276.32

7 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,including providing and fixing 6 pin 20 / 16 amps modular socket outlet and 15 / 16 amps modular switch,connection, painting etc.as required. Each 35

272.24 9528.56

8 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess,including providing and fixing 3 nos 3 pin 5 / 6 amps modular socket outlet and 1 no 15 / 16 amps modularswitch,connection, painting etc.as required. Each 10

529.70 5297.03

11 Supplying and fixing 20 Amps, 240 Volts, SPN industerial type, Socket outlet, with 2 pole and earth, metalenclosed plug top along with 20 amps, 2Pole, RCCB in sheet steel enclosure, on surface or in recess withchained metalcover for the socket out let and complete with connections, testing andcommissioning etc. asrequired.

a) 20A, 3 pin socket outlet controlled by 20A 2P RCCB. Each 2 1923.11 3846.22

Sl. No.


12 Supplying and fixing 20 Amps, 240 Volts, SPN industerial type, Socket outlet, with 2 pole and earth, metalenclosed plug top along with 20 amps, C series, MCB in sheet steel enclosure, on surface or in recess withchained metalcover for the socket out let and complete with connections, testing andcommissioning etc. asrequired. Each 2

747.15 1494.30

13 Supplying and fixing of following sizes of PVC conduit alongwith the accessories in surface / recessincluding painting in case of surface conduit or cutting and making good the same in case of recessedconduit as required as per specification.

a) 20mm dia 16 SWG PVC conduit. Metre 500 36.53 18265.61

b) 25mm dia 16 SWG PVC conduit. Metre 4000 45.23 180916.50

c) 32 mm dia 16 SWG PVC conduit Metre 1500 63.49 95242.10

d) 38 mm dia 16 SWG PVC conduit Metre 400 85.24 34095.80

e) 50 mm dia 16 SWG PVC conduit Metre 350 112.20 39271.06

14 Supplying and drawing following sizes of FR PVC insulated copper conductor single core cable in theexisting surface / recessed PVC conduit as required.

a) 2 x 6.0 sq.mm + 1 x 6.0 sq.mm Metre 500 212.23 106114.48

b) 4 x 6.0 sq.mm + 1 x 6.0 sq.mm Metre 200 336.61 67321.81 15 Wiring for group light point controlled from existing MCB in DB with 2x4 sq.mm PVC insulated stranded

copper conductor single core cable in surface/recessed PVC conduit alongwith 1 No. 4 sq.mm PVC copperconductor cable for loop earthing as required (OUTDOOR RECESSED LIGHT).

Metre 150

57.41 8610.93

16 Wiring for circuit / submain wiring along with earth wire with the following sizes of FR PVC insulatedcopper conductor, single core cable in surface / recessed PVC conduit as required.

Sl. No.


2 X 1.5 sq.mm +1 X 1.5 sq.mm Earth wire Metre 84.37

2 X 2.5 sq.mm +1 X 2.5 sq.mm Earth wire Metre 1500 108.72 163085.78

2 x 10 sq.mm + 1 x 10 sq.mm earth wire Metre 150 319.21 47881.99




17 Providing, fixing, connecting, testing and commisssioning of zinc passivated box with moulded plate inrecess or on surface moulded type with following including all necessary materials etc. as required.

a) 6/10 amp one way switch with 1 or 2 module plate. Each 2 161.78 323.56

18 Providing, fixing, connecting, testing and commisssioning of zinc passivated box with moulded plate inrecess or on surface moulded type with following including all necessary materials etc. as required. a) 16/20 amp one way switch with 1 or 2 module plate Each 4 180.92 723.67

TOTAL (RS.) 2436292.85Sub-head : II : Fans & Light Fixtures

TOTAL (RS.) Sub-Head : III - Distribution Boards

TOTAL (RS.)

Sl. No.



Total (in Rs.)Sub-Head : V L.T. Cables and Cable Trays

1 Supplying, laying, testing & commissioning of following sizes, XLPE insulated, armoured, alluminiumcable 1100V grade on surface or existing cable tray and to be fixed with M.S. clamps of suitable size asdirected by the E/I complete in all respects or with MS support including painting supply and providingcable identification markers etc. The armouring of the cable shall be properly connected with the earthconductor by clamps etc. complete as required.

a) 3.5 x 70 sq.mm Metre 413.15

b) 3.5 x 50sq.mm Metre 317.47

c) 3.5 x 35sq.mm Metre 317.47

d) 4 x 25sq.mm Metre 100 317.47 31747.37

e) 3 x 25sq.mm Metre 317.47

f) 3 x 16sq.mm Metre 317.47

g) 3 x 10sq.mm Metre 164.39

h) 4 x 6 sq.mm Metre 131.34

i) 3 x 6sq.mm Metre 122.64

j) 3 x 4sq.mm Metre 200 122.64 24528.10

k) 3 x 2.5sq.mm Metre 300 122.64 36792.15

2 Supplying and making cable end termination complete with brass compression gland, crimping thimblesand insulating and PVC sheathed aluminium conductor cable of1.1 KV grade of the under noted sizes asrequired.a) 3.5 x 70 sq.mm Set 380.97

b) 3.5 x 50sq.mm Set 354.87

c) 3.5 x 35sq.mm Set 310.52

d) 4 x 25sq.mm Set 4 255.72 1022.87

e) 3 x 25sq.mm Set 255.72

Sl. No.


f) 3 x 16sq.mm Set 255.72

g) 3 x 10sq.mm Set 255.72

h) 4 x 6 sq.mm Set 255.72

i) 3 x 6sq.mm Set 255.72

j) 3 x 4sq.mm Set 2 255.72 511.44

k) 3 x 2.5sq.mm Set 2 255.72 511.44

Control Cables & Accessories

Total (in Rs.) 95113.37Sub-head : VI Earthing & Lightning Conductor System

1 Earthing with G.I. Earth plate 600 mm x 600 mm x 6 mm thick including accessories and providingmasonary enclosure with cover plate having locking arrangement and watering pipe etc.(but withoutcharcoal or coke and salt) complete as required. Set 4

1961.38 7845.51

2 Earthing with copper Earth plate 600 mm x 600 mm x 3.15mm thick including accessories and providingmasonary enclosure with cover plate having locking arrangement and watering pipe etc. (but withoutcharcoal or coke and salt) complete as required. Set 2

4851.69 9703.39

3 Extra for using salt and coke for G.I or copper plate earth electrode as required. Set 6 1155.08 6930.49

5 Providing and fixing following G.I./Copper strip from earth electrode as required.

a) 25x 5mm copper strip Metre 100 570.58 57058.28

b) 25x6 mm GI strip Metre 200 58.28 11655.20

c) 50x6 mm GI strip Metre 116.55

TOTAL (RS.) 93192.87

Sl. No.


Total (in Rs.)

Total (in Rs.)Sub-head : XII - Fire Alarm & Public Address System

Total (in Rs.)Sub-head : XV - Lifts

Total (in Rs).

Sub Head - VIII : Telephone System

Sub Head - IX : MATV System

Sl. No.



TOTAL (RS.)Sub-head : II : Fans & Light Fixtures

TOTAL (RS.) Sub-Head : III - Distribution Boards

TOTAL (RS.)


Total (in Rs.) Sub-Head : V L.T. Cables and Cable Trays

1 Supplying, laying, testing & commissioning of following sizes of XLPE insulated armoured coppercontrol cable of 1100 V grade on existing cable trench, surface of wall with M.S. clamps / cable traycomplete as required.

a) 4 x 16 sq.mm Meter778.81

b) 4 x 10 sq.mm Meter 547.45

c) 4 x 6 sq.mm Meter 377.97

d) 3 x 6 sq.mm Meter 306.68

e) 3 x 10 sq.mm Meter 453.30

ENGINEERING PROJECTRS (INDIA) LIMITED ( A GOVT OF INDIA ENTERPRISE )



SHEET - 1B


Sl. No.


f) 3C x 1.5 sq.mm Meter 100 149.31 14930.54

g) 5C x 1.5 sq.mm Meter 50 197.73 9886.44

2 Supplying and fixing of CRCA sheet steel, perforated cable tray duly stove enamel painted of approvedshade in position including fixing in trench/along wall or ceiling complete with M.S. rod/flat hangersdirectly grouted in walls/ceiling or welded with steel structure etc. with necessary materials etc. asrequired. 100 mm wide x 50mm x 1.6mm thick R.M. 375.28

150 mm wide x 50mm x 1.6mm thick R.M. 200 450.61 90121.31

300 mm wide x 50mm x 1.6mm thick R.M. 704.83

Total (in Rs.) 114938.29Sub-head : VI Earthing & Lightning Conductor System

3 Providing and fixing following 'B' Class G.I. Pipe from earth electrode as required. a) 40mm dia. Metre 50 279.78 13988.98

TOTAL (RS.) 13988.98

Total (in Rs.)

Total (in Rs.)Sub-head : XII - Fire Alarm & Public Address System

Total (in Rs.)Sub-head : XV - Lifts

Total (in Rs).

Sub Head - VIII : Telephone System

Sub Head - IX : MATV System


1 UNDER GROUND TANK : Rs. 3810681.28 184201.90

Total : Rs. 3810681.28 184201.90



BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACACDEMY AT RAJGIR IN THE DISTRICT OF NALANDAPART-VIII UNDER GROUND TANK (CIVIL)

Sl. No. Description Unit Qty. Rate Amount

1 Earth work in excavation in foundation trenches or drains (not excoding 1.5m in width or 10 sqm on plan) including dressing of sides andramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within alead of 50 m.




3 Extra for every additonal lift of 1.5m or part these of in:-All Kind of soil Cum. 1805 15.40 27788.51


Cum. 1800

37.31 67165.25

5 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

100 Sqm. 800

214.32 1714.53


Cum. 100

117.72 11771.75

7 Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering, all work upto plinth level.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) Cum. 30 1632.42 48972.70

ENGINEERING ROJECTS (INDIA) LIMITED ( A GOVT OF INDIA ENTERPRISE )


PART-VIII UNDER GROUND TANK (CIVIL)

SHEET -1A


8 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade forreinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 gradereinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)


9 Add or deduct for providing richer or leaner mixer respectively at all floor levels.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Providing M-30 grade R.C.C. instead of M-20 grade R.C.C. Cum. 306 176.48 54003.05



Suspended floors, roofs, landing, balconies and access platform Sqm 217 155.87 33823.03

Lintel, beams, plinth bans, girders, bressumers and contilevers. Sqm 85 133.69 11363.38

Column, Pillars, Piers, Abutments, Posts and struts. Sqm 30 206.75 6202.48

11 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.

Thermo -Mechanically treated Bar TMT FE-415 Kg. 42840 52.45 2246888.93

12 20 mm thick cement plaster 1:4 (1 Cement : 4 Coarse Sand) with water proofing material in properation recommended by themanufacturer. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 800

94.81 75845.76

13 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement includingcement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)40mm thick with 20mm nominal size stone aggregate. Sqm. 290 151.78 44015.77


14 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conformingto IS: 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequateanchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bends test and chemical resistancetest as per specifications and having manufacture's permanent identification mark to be visible ecen after fixing, including fixing inmanholes with 30 x 20 x 15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)complete as per standard design.

Each 20

104.96 2099.15

Total 3810681.28


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m sizerange with necessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading asshown in the drawing, watering and consolidation with compactor etc. complete including supplying, spreading and consolidation ofscreening and blinding material etc. complete. (Measurement for payment shall be on final compacted thickness of the layers asmentioned in the drawings). No separate payment of the screening and blinding material shall be taken for payment.

175m thick consolidated thickness in one layer (using 0.53 cum,. Of stone screening 13.2mm nominal size and 0.18cum. Of blindingmaterial murrum / selected earth for every 10 sqm.)

Cum 90 1896.58 170692.44

2 Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1: Cement : 3 Coarse Sand : 6 Graded Stone aggregate 20mm nominalsize) over 75 mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand includingfinishing the top smooth.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 40 299.49 11979.41

3 Brick edging 7 cm widw 11.4 cm deep to plint protection with bricks of class designation 75 including grouting with cement mortor 1 : 4( 1: Cement : 4 Fine sand)Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Rm 70 21.86 1530.04

Total 184201.90

SHEET - 1B



PART-VIII UNDER GROUND TANK (CIVIL)


1 PARKING : Rs. 4023157.09 11261101.06

Total : Rs. 4023157.09 11261101.06




PART - X PARKING





Cum. 6000

37.31 223884.1627


100 Sqm. 2000

214.32 4286.329269


Cum. 4500

117.72 529728.7165

5 Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering, all work upto plinth level.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

Cum. 1500

1632.42 2448635.178

6 Centring and shuttering including strutting, propping etc. And removal of form for.



PART-X PARKING

SHEET - 1A


Foundations, footings, bases of columns etc. for mass concrete. Sqm 50 67.37 3368.265035

7 Cast in Situ cement / concrete M-20 Kerb with channel construction of cement kerb with channel with top and bottom width 115 and 165mm respectively 250mm height in M-20 grade PCC on M-10 grade foundation 150 mm thick kerb channel 300mm wide, 50mm thick inPCC M-20 Grade slope towards the kerb, kerb stone with channel laid with kerb machine foundation concrete laid manually all completeas per clase no. 408 of morth.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

Sqm 500

269.64 134817.5805

Total4023157.089


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m sizerange with necessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading asshown in the drawing, watering and consolidation with compactor etc. complete including supplying, spreading and consolidation ofscreening and blinding material etc. complete. (Measurement for payment shall be on final compacted thickness of the layers asmentioned in the drawings). No separate payment of the screening and blinding material shall be taken for payment.


Cum 2253

1896.58 4273000.84

2 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design / shape land is required colour and pattern over and including 50 mmthick compacted bal of fine sand filling the joints with fine sand etc all complete as directed by Engineer-in-Charge.

Sqm 15000

465.87 6988100.22

Total 11261101.06

SHEET - 1 B

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


PART-X PARKING


1 WATER BODY : Rs. 7604687.90 673286.86

Total : Rs. 7604687.90 673286.86




PART-XI WATER BODY


1 Earth work in excavation in foundation trenches or drains (not excoding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming ofbottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.


2 Earth work in excavation over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, leadupto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed.


3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidatingeach deposited layer by ramming and watering lead.

Cum. 3375

37.31 125934.84

4 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m aboveground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

100 Sqm. 3146

214.32 6742.40


Cum. 857

117.72 100883.89





PART-XI WATER BODY

SHEET - 1A


7 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforcedcement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grade reinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

All work upto plinth level Cum. 540 2901.88 1567016.92All work from plinth level upto floor V level.Walls columns, pillars, posts and struts etc. Cum. 29 3060.62 88757.98

8 Add or deduct for providing richer or leaner mixer respectively at all floor levels.Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum. 569 135.17 76909.17





11 Providing and laying Ist quality Ceramic glazed wall tiles confirming to IS : 15622 (thickness to be specified by manufacturer) 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 : 3 Coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in whitecement mixed with pigment of matching shade complete.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 178

661.82 117804.65

12 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst quality conforming to IS: 15622 ofapproved make in colours such as white, ivory, Grey, Fume Red, Brown, laid on 20 mm thick Cement motar 1:4 ( 1 cement : 4 coarse sand) includingpointing the joints with white cement and matching pigment etc. complete.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 2360

720.53 1700461.97

Total 7604687.90


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m size range withnecessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading as shown in the drawing,watering and consolidation with compactor etc. complete including supplying, spreading and consolidation of screening and blinding material etc.complete. (Measurement for payment shall be on final compacted thickness of the layers as mentioned in the drawings). No separate payment of thescreening and blinding material shall be taken for payment.

175m thick consolidated thickness in one layer (using 0.53 cum,. Of stone screening 13.2mm nominal size and 0.18cum. Of blinding material murrum /selected earth for every 10 sqm.)

Cum 355 1896.58 673286.86

Total 673286.86

SHEET - 1B



PART-XI WATER BODY


1 TRAINING CENTRE CANINE (ONLY FENCING) (T4C) Rs. 219977.06

TOTAL Rs. 219977.06


SUMMARY - SHEET


PART-XII TRAINING CENTRE ( CANINE)


1 Providing and erecting an anti glare screen with 25mm dia vertical pipe fabricated and framed in the form of panel of one meter depth and1.75 meter height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of3mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying two coats of paint on allexposed surface etc all complete.

MT 92

2391.06 219977.06

Total 219977.06



PART-XII TRAINING CENTRE ( CANINE)


1 Providing and erecting an anti glare screen with 25mm dia vertical pipe fabricated and framed in the form of panel of one meter depth and1.75 meter height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of3mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying two coats of paint on allexposed surface etc all complete.

MT 422 2391.06 1009025.40

Total 1009025.40


BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACACDEMY AT RAJGIR IN THE DISTRICT OF NALANDAPART-XIII TRAINING CENTRE ( EQUESTRIAN)


1 WATER SUPPLY SPRINKLER SYSTEM FOR FOOTBALL FIELD : Rs. 120973.47

Total : Rs. 120973.47 0.00




PART- XIV WATER SUPPLY SPRINKLER SYSTEM FOR FOOTBALL FIELD


1 Excavating trenches of required width for pipes cables etc, including excavation for sockets, and dressing of sides, ramming ofbottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil asdirected, within a lead of 50 m.

All kinds of soil.Pipes, cables etc.not exceeding 80mm dia. Rmt. 560 72.28 40476.59Pipes, cables etc. exceeding 80mm dia. But not exceeding 300mm dia. Rmt. 682 118.03 80496.88

Total 120973.47

SHEET - 1A



PART- XIV WATER SUPPLY SPRINKLER SYSTEM FOR FOOTBALL FIELD


1 WATER SUPPLY SPRINKLER SYSTEM FOR HOCKEY FIELD : Rs. 183655.64 0.00

Total : Rs. 183655.64 0.00




PART- XV WATER SUPPLY SPRINKLER SYSTEM FOR HOCKEY FIELD


1 Excavating trenches of required width for pipes cables etc, including excavation for sockets, and dressing of sides, ramming ofbottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil asdirected, within a lead of 50 m.

All kinds of soil.

Pipes, cables etc.not exceeding 80mm dia. Rmt. 72.28Pipes, cables etc. exceeding 80mm dia. But not exceeding 300mm dia. Rmt. 1556 118.03 183655.64

Total 183655.64

SHEET - 1A



PART- XV WATER SUPPLY SPRINKLER SYSTEM FOR HOCKEY FIELD


1 STORM WATER DRAIN / CULVERTS : Rs. 24060748.72 383258.62

Total : Rs. 24060748.72 383258.62




PART- XVI STORM WATER DRAIN (CULVERTS)






Cum. 17565

37.31 655420.89


100 Sqm. 20380

214.32 43677.70


Cum. 3503

117.72 412364.38



6 Providing and laying position cement concrete of specified mix excluding the cost of centring and shuttering all work upto plinth level :1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded stone aggregate 20mm nominal size). (Note:- Ready Mix Concrete (RMC) using PPCCement to be used confirming to IS : 1489 (Part-I) Cum. 12

2461.86 29542.27

BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACACDEMY AT RAJGIR IN THE DISTRICT OF NALANDAPART- XVI STORM WATER DRAIN (CULVERTS)


SHEET - 1A



All work from plinth level upto floor V level.Beams, Plinth beams, griders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.

Cum. 55

3183.70 175103.25

8 Add or deduct for providing richer or leaner mixer respectively at all floor levels.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. Cum. 55 135.17 7434.10


Foundations, footings, bases of columns etc. for mass concrete. Sqm 3400 106.85 363302.94


10 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.Thermo -Mechanically treated Bar TMT FE-415 Kg. 7725 52.45 405163.80


Cement mortar 1:6 (1 cement : 6 coarse sand). Cum. 5475 2540.40 13908679.66


Cum. 152

243.89 37071.18

13 15 mm cement plaster on rough side of single or half brick wall of mix.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

1:6 (1 cement : 6 coarse sand) Sqm. 28855 62.62 1807042.66

14 Neat Cement Punning Sqm. 27635 18.96 523999.40



New work (three or more coats) Sqm. 1220 52.01 63456.46

Total 24060748.72



1 Providing and laying at or near ground level factory made precast Drain cover in M-25 grade cement in position to required line, levelincluding making Arrangement for lifting etc all compolete as per the direction of Engineer-in-Charge.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I) Cum. 67 5720.28 383258.62

Total 383258.62



PART- XVI STORM WATER DRAIN (CULVERTS)

SHEET - 1B


1 EXTERNAL WATER SUPPLY : Rs. 765066.99 14825994.51

Total : Rs. 765066.99 14825994.51




PART- XVII EXTERNAL WATER SUPPLY

Sl.No.


1 Providing and fixing G.I.Pipes complete with G.I. fitting including trenches and refilling etc. (External Work)25 mm dia nominal bore Metre 10 90.78 907.8032 mm dia nominal bore Metre 540 106.83 57686.9640 mm dia nominal bore Metre 628 157.36 98823.6950 mm dia nominal bore Metre 2030 207.60 421431.41

2 Making connection of G.I. distribution branch with G.I. main of following size by providing and fixing fee, includingcutting and threading of pipe etc, complete.

25 to 40 mm nominal bore Connection 30 101.64 3049.3150 to 80 mm nominal bore Connection 5 275.37 1376.84

3 Providing and fixing C.I. Sluice Valve (with cap) complete with Bolts, nuts, rubber insertion etc. (the tail piece ofrequired will paid separately):100 mm diameterClass I Each 22 2244.96 49389.23150 mm diameterClass I Each 12 3296.14 39553.7080 mm diameterClass I Each 22 1501.30 33028.65

4 Providing and fixing C.I. double acting air valve of approved quality with bults, nuts, rubber insertion etc. complete(The tail piece, tapers etc if required will be paid separately).

80 mm dia Each 6 4279.83 25678.99100 mm dia Each 4 3166.32 12665.27150 mm dia Each 3 7158.38 21475.14

765066.99




SHEET - 1A

Sl.No.


1 Constructing masonry Chamber 60x60x75 cm , inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick finished with a floating coat ofneat cement complete as per standard design:

With F.P.S Bricks Each 30 4836.02 145080.51

2 Constructing masonry Chamber 90x90x100 cm , inside with 75 class designation brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize) necessary excavation foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40 mm nominalsize) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick finished with a floating coat ofneat cement complete as per standard design:

With F.P.S Bricks Each 5 8269.57 41347.86

3 Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conformingto IS: 8329:complete from all respects100 mm dia Ductile Iron Double Flanged Metre 2582 2967.75 7662726.39150 mm dia Ductile Iron Double Flanged Metre 1693 4109.73 6957778.50

4 40 mm nominal bore Each 3 536.69 1610.0850 mm nominal bore Each 21 777.73 16332.4065 mm nominal bore Each 1 1118.78 1118.78

14825994.51




SHEET - 1B


1 DRAINAGE SYSTEM : Rs. 10511660.49 4553032.08

Total : Rs. 10511660.49 4553032.08




PART- XVIII EXTERNAL DRAINAGE SYSTEM

Sl.No.


1 Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportionof 1:3 (1 cement : 3 fine sand) including testing of joints etc. complete.

100 mm diameter Per Meter 727 79.64 57896.86150 mm diameter Per Meter 200 114.48 22896.37200 mm diameter Per Meter 5017 181.46 910407.21250 mm diameter Per Meter 1159 272.08 315339.88300 mm diameter Per Meter 2183 369.44 806495.51

2 Providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominalsize) alround S.W. pipe including bed concrete as per standard design.

100 mm diameter S.W. pipe Per Meter 727 162.01 117779.27150 mm diameter S.W. pipe Per Meter 200 197.69 39538.95200 mm diameter S.W. pipe Per Meter 5017 230.96 1158747.69250 mm diameter S.W. pipe Per Meter 1159 267.09 309553.45300 mm diameter S.W. pipe Per Meter 2183 306.50 669082.73

3 Providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominalsize) upto haunches of RCC pipes/ S.W. pipe including bed concrete as per standard design.

100 mm diameter S.W. pipe Per Meter 10 76.99 769.94150 mm diameter S.W. pipe Per Meter 760 124.79 94839.56200 mm diameter S.W. pipe Per Meter 3955 146.68 580125.44

4 Providing, laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cementmotor in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.100 mm diameter R.C.C. pipe Per Meter 10 141.60 1416.02150 mm diameter R.C.C. pipe Per Meter 760 162.19 123264.32200 mm diameter R.C.C. pipe Per Meter 3955 198.63 785598.00



SHEET - 1A


Sl.No.


5 Construction brick masonry manhole with 75 class designation brick in cementmortar 1:4 (1 cement : 4 coarse sand)R.C.C tob slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) insideplastering 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neatcement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) finished with a floating coat of neat cement complete as per standard design:

Inside size 90 x 80 cm and 45 cm deep including C.I cover with frame (light duty) 455 x 610 mm internaldiamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)With F.P.S. bricks Each 255 2947.43 751595.70

Inside size 90 x 80 cm and 60 cm deep including C.I cover with frame (light duty) 455 x 610 mm internaldiamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)With F.P.S. bricks Each 150 3690.84 553626.65

Inside size 120 x 90 cm and 90 cm deep including C.I cover with frame (medium duty) 500 mm internal diameter,total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg)

With F.P.S. bricks Each 100 5866.26 586626.08

Inside size 120 x 90 cm and 90 cm deep including C.I cover with frame (heavy duty) 560 mm internal diameter, totalweight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)

With F.P.S. bricks Each 50 4571.38 228568.86

6 Extra for depth for manholesSize 90 x 80 cmWith F.P.S. bricks Per Meter 35 1599.23 55973.13

Size 120 x 90 cmWith F.P.S. bricks Per Meter 45 1915.95 86217.71

7 Construction of brick masonary arched type manhole 140 x 90 cm inside size with 75 class designation brick incement mortar 1:4 (1 cement : 4 coarse sand) arch work with bricks of class designation 75 in cement mortar 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement upto the height of crown level of arch above thebenching level and cement point with cement mortar 1:2 ( 1 cement : 2 fine sand) for the remaining portion, R.C.Ctop slab 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concerete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), and making channals in cement concrete1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neatcement complete as per standard design:

Sl.No.


2.45 m deep with C.I. cover and frame (medium duty) 500 mm internal diameter, total weight of cover and frame tobe not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg).


8 2.45 m deep with C.I. cover and frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to benot less than 208 kg (weight of cover 108 kg and weight of frame 100 kg).


Extra for depth for arched type manholesFrom 2.45 m to 4.25 m With F.P.S bricks Each 4 1426.24 5704.96

9 Extra depth for circular type manhole 1.22 m internal dia ( at bottom) with F.P.S bricks Beyand 2.30m Per Meter 1 3044.27 3044.27

10 Providing M.S foot rest including fixing in manholes with 20 x 20 10 cm cement concrete blocks 1:3:6 ( 1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size), as per standard design:

With 20 x 20 mm square bar Each 1665 74.18 123502.65With 20 mm diameter round bar Each 685 65.51 44876.16

11 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm diasteel bar conforming to IS: 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263mm and width as 165 mm with minimum 112 mm space between protruded legs having 2mm tread on top surface byribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standarddrawing and suitable to with stand the bend test and chemical resistance test as per specifications and havingmanufactures permanent indentification mark to be visible ocen after fixing, including fixing in manholes with 30 x20 x 15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size),as per standard design: Each 104.96

12 Supply and fixing C.I. cover without frame for manholes

455 x 610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. Each 10 330.34 3303.38500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. Each 10 889.71 8897.09560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. Each 10 1196.20 11961.97

13 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality.

Sl.No.


Rectangular shape 600x450 mm internal dimensions. Each 10 757.01 7570.14

Circular shape 450 mm internal diameter Each 10 556.58 5565.79

Square shape 500 mm internal dimensions. Each 10 699.02 6990.25Circular shape 500 mm internal diameter Each 10 679.79 6797.85



14 Supply and fixing C.I. cover 300 x 300 mm without frame for gully trap (standard pattern) the weight of cover to benot less than 4.5 kg. Each 396 69.49

27517.09

15 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls,floors with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cementplastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cementand making necessary channels for the drain etc. complete.For pipes 100 to 230 mm diameter. Each 1 95.58 95.58For pipes 250 to 300 mm diameter. Each 1 119.88 119.88For pipes 350 to 450 mm diameter. Each 2 170.66 341.32

16 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1: 1 ( 1 cement : 1 finesand) including testing of joints etc. complete.100 mm dia Each 10 145.83 1458.29150 mm dia Each 30 228.28 6848.30

17 Excavation of trenches of required width for pipes cable etc. including excavation of sockets and dressing of sidesramming of bottom upto 1.5M depth incluidng getting out the excavated soil / rock and then returing the soil asrequired in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming wateringetc. and depositing of surplus excavated soil as directed within lead of 50m.All kind of soil, exceeding 80mm dia but not exceeding 300mm diametre Metre 18456 97.16 1793104.44Pipe, cable etc. exceeding 300mm dia. Metre R.O 151.69

10511660.49

Sl.No.


1 Providing and fixing square-mouth S.W. gully trap grade 'A' complete with C.I. grating brick masonary chamber withbricks of class designation 75 and water tight C.I. cover with frame of 300x300 mm size (inside) the weight of coverto be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

150 x 100 mm size (P Type) Each 396 1293.91 512389.66

2 Construction of brick masonary circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top with 75class designation F.P.E. bricks in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thickwith cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channlein cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with afloating coat of neat cement complete as per standard design:

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameterconforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately).

Each 15 6636.02 99540.33

1.67 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameterconforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete.

Each 5 12033.55 60167.74

3 Extra depth for circular type manhole 0.91m internal dia ( at bottom) with F.P.S bricks Beyond 0.91 m to 1.67 m.Per Meter 3 3080.00 9239.99

SHEET - 1B




Sl.No.




Each 35 12033.55 421174.19


Each 5 24590.47 122952.36

5 Extra depth for circular type manhole 1.22 m internal dia ( at bottom) with F.P.S bricks Beyand 1.68m to 2.30 m Each 6 3974.42 23846.50



Each 50 24590.47 1229523.63

Sl.No.


7 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manholeincluding inspection and cleaning eye with chain and lid, sand cast iron, drop pipe and bend encased alround withcement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centring andshutterin grequired, cutting holes in walls and making good with brick work in cement mortar 1:5 (1 cement : 5 finesand) plastered with cement mortar 1:3 ( 1 cement : 3 coarse sand) on inside of the manhole wall lead caulked jointsbetween sand cast iron pipes and fittings, shift cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast irontee and S.W. pipe, making required channels complete as per standard design and specifications.

150 mm dia sand cast iron drop connection. Each 5 6094.49 30472.43

8 Constructing brick masonary road gully chamber 50x45x60 cm with bricks of class disignation 75 in cement mortar1:5 ( 1 cement : 5 fine sand) including 500 x 450 mm precast R.C.C. horizontal grating with frame complete as perstandard design: With F.P.S. bricks Each 200 3024.24 604848.47

9 Constructing brick masonary road gully chamber 45x45x77.5 cm with bricks of class disignation 75 in cement mortar1:5 ( 1 cement : 5 fine sand) including 500 x 450 mm precast R.C.C. horizontal grating with frame complete as perstandard design: With F.P.S. bricks Each 200 3171.73 634346.39

10 Constructing brick masonary road gully chamber 110 x 50 x 77.5 cm with bricks of class disignation 75 in cementmortar 1:5 ( 1 cement : 5 fine sand) including 500 x 450 mm precast R.C.C. horizontal grating with frame complete asper standard design: Inside dimensions 455 x 610 mm and 45 cm deep for single pipe line:-With F.P.S. bricks Each 140 5746.65 804530.38

4553032.08


Sub Head - I - Street Lighting : Rs. 354,109.48

Sub Head - II - Out-door Feeder Pillars : Rs.

Sub Head - III - L.T. Cables & Control Cables : Rs. 151,886,631.62

Sub Head - IV Solar System : Rs.

Sub-head - V - Post Paid Metering : Rs.

Sub-Head - VI - MV Panel Boards : Rs.

Sub-Head - VII - Silent Type D.G Set : Rs.

Sub-Head - VIII - Earthing : Rs.

Sub-Head - IX - Miscellaneous Items : Rs.

TOTAL Rs. 152,240,741.10

#REF!


Sub Head: B External Electrical Works


PART- XIX EXTERNAL ELECTRICAL

Sl. No.


Sub Head - I - Street Lighting1 Earthing with G.I. Earth pipe 4.5 mtr long 40mm dia B class including accessories, and providing masonary enclosure

with cover plate having locking arrangement and watering pipe etc.with charcoal or coke and salt complete as requiredconfirming to IS and specification.. Each 60 2651.18 159070.83

2 Providing and fixing 8 SWG G.I. wire on surface or in recess for loop earthing alongwith the existing surface /recessed conduit/submain wiring/cable as required. Mtr 5000 21.52 107607.53

3 Supplying and laying of under noted sizes of hume pipe NP-2 grade under the road including 1:3:6 cement concretebed at 750-1200mm depth cutting and making good the same as required as per technical specifications.

a) 250mm dia Meter 200 437.16 87431.12

Total (in Rs.) 354109.48Sub Head - II - Out-door Feeder Pillars

Total (in Rs.)Sub Head - III - L.T. Cables & Control Cables



PART- XIX EXTERNAL ELECTRICAL

SHEET - 1B

Sub Head: B External Electrical Works

Sl. No.


1 Supply, laying, testing & commissioning of undernoted sizes of aluminium conductor, XLPE insulated, PVC sheathed,cable 1100 V grade power distribution cable below ground level over a cushion of 75mm thick sand allround andprotected with bricks on sides and top on surface of the cable run or as directed by the E/I complete in all respect. Theprice are inclusive of all earth work such as digging, back filling, making good, supply and spreading of good sand allaround the cable, supply and providing cable identification markers etc. complete as required..

a) 3.5 x 300sq.mm Metre 40000 2366.02 94640822.16b) 3.5 x 240sq.mm Metre 3500 1966.53 6882846.60c) 3.5 x 185sq.mm Metre 700 1593.94 1115755.57d) 3.5 x 150sq.mm Metre 3500 1296.67 4538347.55e) 3.5 x 120sq.mm Metre 150 1120.46 168069.51

f) 3.5 x 95 sq.mm Metre 4000 903.90 3615612.99g) 3.5 x 70 sq.mm Metre 7000 747.87 5235106.31h) 3.5 x 50sq.mm Metre 3000 583.77 1751312.54i) 3.5 x 35sq.mm Metre 500 477.51 238754.21j) 4 x 25sq.mm Metre 8000 441.19 3529526.97k) 4 x 16sq.mm Metre 4000 355.10 1420419.39l) 4 x 10sq.mm Metre 4500 337.62 1519283.81m) 4 x 6 sq.mm Metre 200 293.23 58646.10n) 2 x 6 sq.mm Metre 200 244.81 48961.43

2 Supplying, laying, testing & commissioning of following sizes, XLPE insulated, armoured, alluminium cable 1100 Vgrade on surface/ existing cable tray/ RCC hume pipe/ G.I.pipe or as directed by the E/I complete in all respects, supplyand providing cable identification markers etc. The armouring of the cable shall be properly connected with the earthconductor by clamps etc. complete as required.

a) 3.5 x 300sq.mm Metre 7500 2263.79 16978450.51b) 3.5 x 240sq.mm Metre 1000 1848.16 1848159.32c) 3.5 x 185sq.mm Metre 150 1478.26 221738.77d) 3.5 x 150sq.mm Metre 1000 1183.68 1183682.82e) 3.5 x 120sq.mm Metre 50 1010.17 50508.28

f) 3.5 x 95 sq.mm Metre 1500 803.02 1204531.78g) 3.5 x 70 sq.mm Metre 1500 648.34 972503.05h) 3.5 x 50sq.mm Metre 2000 485.58 971157.95i) 3.5 x 35sq.mm Metre 100 383.35 38335.18j) 4 x 25sq.mm Metre 3500 344.34 1205204.33k) 4 x 16sq.mm Metre 500 259.60 129801.58l) 4 x 10sq.mm Metre 2500 242.12 605292.35

Sl. No.


m) 4 x 6 sq.mm Metre 100 197.73 19772.88n) 2 x 6 sq.mm Metre 100 149.31 14930.54

3 Supplying and making cable end termination complete with brass compression gland, crimping thimbles and insulatingand PVC sheathed aluminium conductor cable of1.1 KV grade of the under noted sizes as required.a) 3.5 x 300sq.mm Set 140 1037.07 145189.46

b) 3.5 x 240sq.mm Set 4 827.23 3308.93 c) 3.5 x 185sq.mm Set 4 827.23 3308.93

d) 3.5 x 150sq.mm Set 20 761.32 15226.47e) 3.5 x 120sq.mm Set 2 626.81 1253.63

c) 3.5 x 95 sq.mm Set 20 626.81 12536.28d) 3.5 x 70 sq.mm Set 110 589.15 64806.63e) 3.5 x 50sq.mm Set 40 548.80 21951.94i) 3.5 x 35sq.mm Set 20 480.20 9603.97j) 4 x 25sq.mm Set 140 395.46 55364.07k) 4 x 16sq.mm Set 250 263.64 65909.61l) 4 x 10sq.mm Set 200 139.89 27977.96m) 4 x 6 sq.mm Set 100 139.89 13988.98n) 2 x 6 sq.mm Set 50 102.23 5111.36

4 Supplying, laying, testing & commissioning of following sizes of XLPE insulated armoured copper power cable /control cable of 1100 V grade on existing cable trench, surface of wall with M.S. clamps / cable tray complete asrequired.

a) 4c x 70 sq.mm Meter 100 4804.68 480467.62b) 4c x 50 sq.mm Meter 100 3452.86 345285.66c) 3C x 1.5 sq.mm Meter 500 149.31 74652.72d) 5C x 1.5 sq.mm Meter 750 197.73 148296.63e) 10C x 1.5 sq.mm Meter 500 306.68 153340.73

5 Supply and making of end termination with brass double compression gland including providing and crimping ofaluminium/copper solderless lugs/ferrules for armoured power aluminium/copper conductor cables 1.1 KV grade offollowing sizes.

a) 4c x 70 sq.mm Meter 20 827.23 16544.66b) 4c x 50 sq.mm Meter 15 626.81 9402.21c) 3C x 1.5 sq.mm Meter 20 92.81 1856.23d) 5C x 1.5 sq.mm Meter 20 92.81 1856.23e) 10C x 1.5 sq.mm Meter 20 92.81 1856.23

Sl. No.


Total (in Rs.) 151886631.62

Sub-head - V - Post Paid Metering

Total (in Rs).Sub-Head - VI - MV Panel Boards

Total (in Rs.)Sub-Head - VII - Silent Type D.G Set

Sub-Head - VIII - Earthing

Sub-Head - IX - Miscellaneous Items


1 SPORTS FIELD : Rs. 22795938.14 7980458.80

Total : Rs. 22795938.14 7980458.80




PART- XXIV SPORTS COMPLEX

Sl. No. Description Unit Total Qty. Rate Amount

1 Earth work in excavation in foundation trenches or drains (not excoding 1.5m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.


2 Earth work in excavation over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatlydressed.


3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead.

Cum. 25658

37.31 957403.31

4 Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading intruck for carrying of cut earth to exbankment it with all lifts and lead upto 1000 metres). Including Royality @ Rs.15.0 per cum, cost of watering, rolling & compaction.

Cum.

113.07

5 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating anddressing complete.

Cum. 11592

117.72 1364581.17

SHEET - 1A

BILL OF QUANTITY FOR THE CONSTRUCTION OF POLICE ACACDEMY AT RAJGIR IN THE DISTRICT OF NALANDA PART- XXIV SPORTS COMPLEX



6 Granular Sub-base with close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granularsub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacing with vibratory roller to achive the desereddensity, complete as per clause 401): for grading-I Material Stone aggreate - 53 - 9.5 mm - 50% 9.5 - 2.36 mm -20% 2.36 mm and below - 30%

Cum. 2220

499.26 1108357.07

7 Providing, laying, spreading and compacting stone aggregates of specified size to water bound macadamspecification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screed/bindingmaterials to fill up the interstices of coarse aggregate, watering and compacting of the required density

(Using aggregate 90mm to 45mm @ 1.21m3 per 10 sqm for compacted thickness of 100mm, stone screening typeA 13.2mm @ 0.30m3 per 10sqm and binding material @ 0.08m3 per 10 sqm)

Cum 2686

664.52 1784901.27

(Using aggregate 63mm to 45mm @ 0.91m3 per 10 sqm for compacted thickness of 75mm, stone screening type A13.2mm @ 0.20m3 per 10sqm and binding material @ 0.06m3 per 10 sqm)

Cum 1042

667.13 695149.02

(Using aggregate 53mm to 22.4 mm @ 0.91m3 per 10sqm for compacted thickness of 75mm, stone screening typeB 11.2mm @ 0.20 cum per 10 sqm and binding material @ 0.06m3 per 10 sqm).

Cum 556

650.60 361735.57

(Using aggregate 90mm to 45mm @ 1.82m3 per 10 sqm for compacted thickness of 150mm, stone screening typeA 13.2mm @ 0.40m3 per 10sqm and binding material @ 0.12m3 per 10 sqm)

Cum 920

664.52 611358.59

8 Supply and fillng good earth in required thickness at site including royalty and carriage upto 1KM (Compactedgood Earth to be measured for Payment) Cum 1750

63.93 111876.85

9 Providing and laying in position cement concrete of specified grade excluding the cost of centring, shuttering, allwork upto plinth level.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)



10 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cementconcrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring,shuttering finishing and reinforcement, M-20 grade reinforced cement concrete. (Note:- Ready Mix Concrete(RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

All work upto plinth level Cum. 168 2901.88 487516.38All work from plinth level upto floor V level.Walls columns, pillars, posts and struts etc. Cum. 686 3060.62 2099585.33

11 Add or deduct for providing richer or leaner mixer respectively at all floor levels.Providing M-25 grade R.C.C. instead of M-20 grade R.C.C.(Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

Cum. 696

135.17 94075.19



13 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding allcomplete.Thermo -Mechanically treated Bar TMT FE-415 Kg. 97440 52.45 5110570.90

14 Providing and fixing and erecting 50 mm dia steel pipe railing in 3 row duly painted on medium duty weight steelchannel (15 MC Series) lay 50 mm , 1.2 m high above Ground .2 m Centre to Centre, Complete as per approveddrawing.

Metre 815

1278.59 1042052.92


15 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coatof neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

40mm thick with 20mm nominal size stone aggregate. Sqm 8500 151.78 1290117.27

Total 22795938.14

Sl. No.

Description Unit TOTAL QTY.

RATE AMOUNT

1 Providing and laying Bitumen Penetration macadam with hard stone aggregate of quality, size and grading asspecified, with bitumen of suitable penetration grade including required key aggregate as specified, spreadingcoarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreadign key aggregate with the help of aggregate spreader complete includingconsolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction andsurface accuracy.

For 40 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt 80/100 @ 50 kg/10 sqm.

Sqm. 13035

295.58 3852943.08

2 Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone aggregate forwearing course including loading of aggregate with F.E. loader, and hot mixing o fbitumen with filler and stoneaggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material withmechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with roadrollers, as per MORTH specification, to achieve the desired density and compaction but excluding cost ofprimer/tack coat. - 40 mm compacted thickness with bitumen of grade 60/70 @ 5.5% and lime @ 3% (percentageby weight of total mix).

Cum 524

7876.94 4127515.73

Total 7980458.80



PART- XXIV SPORTS COMPLEX

SHEET - 1B


1 BUILDING CARRIAGE Rs. 59305202.86

TOTAL Rs. 59305202.86

SUMMARY - SHEET


SL NO

DESCRIPTION OF ITEM UNIT Total Qty. Rate Amount

1 Bricks (1 Km Kucha + 7 Km Pucha) 1000 Nos. 21963572 378.88 8321570.94

2 Aggregate (65 Km) Cum 46305.52 596.68 27629417.35

3 C. Sand (10 + 6 = 16 Km) Cum 43081.83 221.62 9547973.765

4 Local Sand (1 Km Kucha + 2 Km Pucha) Cum 103709.00 133.12 13806240.81

TOTAL AMOUNT 59305202.86


Sr. No. Name of Building Cement in Cum Brick in Nos. Aggregate in Cum. Coarse Sand in Cum Local Sand

1 1A 471.38 559216 1185.79 1113.36 20712 10A 637.86 824081 1477.70 1500.35 15233 10B 750.08 961211 1752.41 1781.81 22224 14 50.43 91557 116.69 138.36 3625 11 471.83 559216 1185.79 1113.36 20716 1B 571.28 412774 1503.78 1235.08 26657 1C 399.66 261887 1051.14 874.60 21278 1D 434.13 383537 1105.45 968.94 18899 37 54.5 69456 199.60 164.24 53010 12 201.08 153673 545.13 440.21 115411 29 17.49 22908 46.57 43.79 8012 2 143.54 175045 346.92 347.06 66013 25 166.00 256254 402.07 428.97 110514 T8&24 299.48 230826 932.14 696.85 201515 7 350.58 490302 839.53 875.60 178316 13 154.64 247953 362.78 416.02 121917 26 233.3 221263 606.42 526.16 123018 27 97.92 190753 221.28 257.69 36819 3 107.33 115642 269.75 257.26 51020 4 304.44 481500 706.46 783.36 120921 5 563.01 725765 1434.68 1444.79 497022 6 356.46 482665 861.76 865.29 154923 9 1049.44 1387139 2420.85 2546.46 273924 8 832.94 1173355 1694.10 2383.32 197025 34 176.25 1410.00 705.00 450026 35 216.68 303.62 440.82 85727 SWD 555.84 2704650 2101.93 2752.30 350328 18&32 122.84 416.14 208.07 743029 19 42.67 144.47 72.24 205530 20 17.61 58.70 29.35 29031 21 16.52 54.27 27.14 28732 22 13.52 45.86 22.93 23033 23 15034 PR(16) 198.48 1101.60 550.80 130035 38 191.27 168610 480.87 435.06 74536 39 79.45 86678 203.29 166.82 17737 30 162.37 105315 466.74 343.61 103438 1 720.50 728889 1738.36 1570.99 414339 T 5 151.91 105517 439.06 333.26 71440 T 4B 181.35 238823 496.59 460.21 187341 T 4D 49.61 66681 116.57 140.88 36642 7A 894.21 1151368 2164.72 2123.40 3100


Sr. No. Name of Building Cement in Cum Brick in Nos. Aggregate in Cum. Coarse Sand in Cum Local Sand

43 7B 941.22 1220218 2275.63 2238.45 325044 7C 940.76 1220218 2269.68 2239.65 325045 2A 16.36 17969 33.69 40.76 6146 SP (16) 163.68 114850 497.16 359.25 167847 CON. 714.08 851158 1897.69 1619.93 414348 UGT 101.84 288.30 189.68 10049 SPO.+MIS 1349.15 2704650 6031.79 4808.30 20452

16736.97 21963572 46305.52 43081.83 103709

BUILDIND CARRAGEIHA

QTY RATE AMOUNTBRICKS 1000Nos 21963572 378.07 8303767.662AGGREGATE CUM 46305.52 595.40 27570306.61C.SAND CUM 43081.83 221.15 9527546.705LOCAL SAND CUM 103709 132.84 13776703.56

59178324.53


I Cost of Civil Work : Rs. 52526947.45 723780.26

II Cost of Water Supply and Sanitary Installation : Rs.

III Cost of Internal Electrical : Rs.

: Rs. 52526947.45 723780.26



PART- XXVI BUILDING- GRIHA

TOTAL COST

DETAILED ESTIMATE FOR (PROVISION OF GIRAHA)

Sl.No.

Description Unit Total Qty. Rate Amount

1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete ofspecified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing andreinforcement, M-20 grade reinforced cement concrete. (Note:- Ready Mix Concrete (RMC) using PPC Cement to be used confirming to IS : 1489 (Part-I)

All work from plinth level upto floor V level.

Beams, Plinth beams, griders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiralstaircases, shelves etc.

Cum. 604

3183.70 1922952.03


Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. (Note:- Ready Mix Concrete (RMC) using PPC Cement tobe used confirming to IS : 1489 (Part-I) Cum. 604

135.17 81639.96


Vertical and Horizontal lines fins individually or framing box louverd Band, faces and Eaves Board. Sqm 4248 198.31 842430.70


5 Weather shade, Chajja, Carpets etc including edge. Sqm 5035 249.80 1257762.79

6 Add or deduct for plaster drip course /groove in plastered surface or moulding to R.C.C. projections. Mtr. 6445 10.09 65027.30





SHEET - 1A

Sl.No.

Description Unit Total Qty. Rate Amount


8 Providing and fixing stone jali 40mm thick throughout (without sunking or moulding in jali slab) in cement mortar 1:3(1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture ofpigment, matching the stone shade, jali slab without any chamfers etc.

White sand stone Sqm 4015 3265.54 13111154.09

9 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of lst qualityconforming to IS: 15622 of approved make in colours such as white, ivory, Grey, Fume Red, Brown, laid on 20 mm thickCement motar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc.complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Sqm. 30165

720.53 21734930.23

10 6mm cement plaster to ceiling of mix Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)1:4 (1 cement : 4 coarse sand) Sqm. 13948 45.92 640561.29

11 Neat Cement Punning Sqm. 4995 18.96 94712.39

12 Structural Steel work riveted or bolted in builtup sections trussess and frame work, including cutting, hoisting, fixing inposition and applying a prime coat of approved steel primer etc. all complete.

Kg. 160600

48.36 7766675.55

13 Painting with synthetic enamel paint of approved brand and manufacture to given an even shade:

Two or more coats on new work over an under coat of suitable shade with ordinary pain of approved brand and manufacture.Sqm. 4015

55.58 223152.23

Total 52526947.45

Sl.No.

Description Unit Total Qty.

Rate Amount

1 Finishing wall with Premium Acrylic smooth exterior paint with silicon additions of required shade. New work (Two ormore coats applied @ 1.43 Ltr / 10 sqm over and include base coat of water proofing cement paint applied @ 2.20kg/10sqm. Sqm. 8953 80.84 723780.26

Total 723780.26




SHEET - 1B


1 CARRIAGE Rs. 1036776.73

TOTAL Rs. 1036776.73

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

SUMMARY - SHEET

SL NO

DESCRIPTION OF ITEM CARRIAGE- GRIHA UNIT Total Qty. Rate Amount

1 Bricks (1 Km Kucha + 7 Km Pucha) 1000 Nos. 43.68 378.88 16550.65

2 Aggregate (65 Km) From Manpur, Gaya to work site. Cum 1163.22 596.68 694064.89

3 C. Sand ( 16 Km) From Nadriganj to work site. Cum 1288.48 221.62 285558.12

4 Local Sand (1 Km Kucha + 2 Km Pucha) Cum 305.00 133.12 40603.07

TOTAL AMOUNT 1036776.73


SL NO

DESCRIPTION OF ITEM UNIT1A 10A 10B 14 11 1B 1C 1D 37 12 2 29 25 T8&24 7 13 26 27 3 4 5 6 9 8 38 39 30 1 T-5 T4B T4D 7A 7B 7C 2A 16

1 Bricks (1 Km Kucha + 7 Km Pucha) 1000 Nos. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43.68

2 Aggregate (65 Km) Cum 5.1 28.9 45.05 2.55 57.8 5.1 20.4 29.75 1.7 4.25 6.8 0.85 5.1 4.25 12.75 4.25 11.9 3.4 5.1 22.1 11.9 3.4 62.9 17 14.45 0.85 4.25 11.05 5.1 0 1.7 36.55 30.6 30.6 1.7 4.25 108.89 540.92

3 C. Sand (10 + 6 = 16 Km) Cum 32.2084 39.4524 50.5226 9.447 55.528 35.0334 36.0832 38.6342 4.625 12.584 12.0998 0.7758 18.3536 11.8048 33.4578 19.4004 20.5364 7.143 10.6276 31.3248 42.176 24.6092 70.694 35.595 21.7266 1.38 11.8362 6.221 9.4092 18.816 4.5032 62.6258 60.6576 60.6576 1.687 4.3762 91.61 280.26

4 Local Sand (1 Km Kucha + 2 Km Pucha) Cum 0 0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 225.00 80.00



1 SEWAGE TREATMENT PLANT : Rs. 7298593.25 174225.87

Total : Rs. 7298593.25 174225.87




PART- XXVIII SEWAGE TREAGTMENT PLANT (CIVIL WORK)- GRIHA






3 Extra for every additonal lift of 1.5m or part these of in:-All Kind of soil Cum. 4650 15.40 71588.14


Cum. 3050

37.31 113807.78


100 Sqm. 860

214.32 1843.12


Cum. 80

117.72 9417.40





PART- XXVIII SEWAAGE TREAGTMENT PLANT (CIVIL WORK)- GRIHA

SHEET - 1A






135.17 78395.99

10 Centring and shuttering including strutting, propping etc. And removal of form for.Foundations, footings, bases of columns etc. for mass concrete. Sqm 115 106.85 12288.19Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 1680 162.04 272230.62Suspended floors, roofs, landing, balconies and access platform Sqm 270 155.87 42083.96Lintels, beams, plinth bams, griders, bressumers and chantilevers. Sqm 10 133.69 1336.87Stairs, (excluding landings) except spiral-staircases. Sqm 15 201.53 3022.96

11 Extra for additional height in centring, shuttering where requirement with adequate bracing propping etc. including cast of de-shutter andde-centring at all levels, over a height of 3.5m for every additional height of 1 metre or part thereof suspended floor, roof landing beamsand balconies (plain area to be measured). Sqm 800

59.58 47664.54



13 Brick work with bricks of class designation 100 A in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Cum. 11

2540.40 27944.38

14 Extra for Brick work in superstructure above plinth level upto floor V level. Cum. 5 243.89 1219.45

15 Supplying and fixing rolling shutters of approved make, made of required size of M.S laths interlocked together through their entire lengthand jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements forinside and outside locking with push and pull operation complete including the cost of providing an fixing necessary 27.5 cm long wiresprings grade No. 2 and M.S top cover of required thickness for rolling shutters.

80x1.25mm M.S Laths with 1.25mm thick top cover. Sqm. 6 1257.02 7542.13


Providing and fixing ball bearing for rolling shutters. Each 2 357.14 714.27

16 Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) Sqm. 6 500.39 3002.34

17 Extra for providing grilled rolling shutters. Sqm. 2 229.02 458.03

18 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approvedsteel primer.E.R.W. tube 40 mm nominal dia Kg. 225 115.68 26028.49

19 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts asrequired, including providng and fixing of glass panes with glazing clips and special metal-sash putty of approved make completeincluding applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hingesor pivots as required. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Doors Sqm. 5 2152.73 10763.66

20 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty insteel doors, windows, Ventilators and comosite units.

Steel Doors Sqm. 166.48Steel Windows Sqm. 5 199.70 998.52

21 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement includingcement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)


22 Kota stone slab flooring over 20 mm (Av.) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shadeof the slab including rubbing and polishing complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

25mm thick. Sqm. 16 696.53 11144.46



Sqm. 5

846.05 4230.23

24 Extra for nosing in steps and treads of kota stone slab Mtr. 21 26.01 546.14

25 Extra for kota stone floooring in steps and trades not exceeding 30 cm in width. Sqm. 5 5.65 28.27

26 Providing gola 75x75mm in ceent concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishingwith cement mortar 1:3(1 cement : 3 coarse sand) as per standard design. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Rmt. 10

53.49 534.92


Each 1

85.89 85.89


29 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement : 6 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 15 62.62 939.37


31 6mm cement plaster to ceiling of mix 1:4 (1 cement : 4 coarse sand) Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm. 16 45.92 734.80

32 White washing with whiting to given an even shade:New work (three or more goats) Sqm. 16 6.09 97.42

33 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade.New work (three or more coats) Sqm. 6 52.01 312.08


34 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs,balconies, terraces etc, consisting of following operations a) Applying and grouting a slurry coat of neat cement using 2.75kg/sqm ofcement admixed with proprietary water proofing compound cleaning the surface before treatment, b) Laying cement concrete usingbroken bricks/ bricks bats 25 mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietarywater proofing compound conforming to IS: 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixedwith proprietary water proofing compound conforming to IS : 2545 to required slope and treating similary the adjoining walls upto 300mm height including rounding of junctions, or walls and slabs.


414.11 3726.97

35 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conformingto IS: 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequateanchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bends test and chemical resistancetest as per specifications and having manufacture's permanent identification mark to be visible ecen after fixing, including fixing inmanholes with 30 x 20 x 15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)complete as per standard design.

Each 115

104.96 12070.13

36 Steel work welded in built up section / frame work including cutting hoisting, fixing position and applying a primer coat of approved steelprimer using structural steel etc. as required.

Ingrating, Frames, Guard bar, Ladders Kg. 2600 54.36 141341.01

Total 7298593.25


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m sizerange with necessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading asshown in the drawing, watering and consolidation with compactor etc. complete including supplying, spreading and consolidation ofscreening and blinding material etc. complete. (Measurement for payment shall be on final compacted thickness of the layers as mentionedin the drawings). No separate payment of the screening and blinding material shall be taken for payment.


Cum 80

1896.58 151726.62

2 Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1: Cement : 3 Coarse Sand : 6 Graded Stone aggregate 20mm nominalsize) over 75 mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand includingfinishing the top smooth.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 60

299.49 17969.11

3 Brick edging 7 cm widw 11.4 cm deep to plint protection with bricks of class designation 75 including grouting with cement mortor 1 : 4( 1: Cement : 4 Fine sand)Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rm 100

21.86 2185.78

4 Finishing wall with Premium Acrylic smooth exterior paint with silicon additions of required shade. New work (Two or more coatsapplied @ 1.43 Ltr / 10 sqm over and include base coat of water proofing cement paint applied @ 2.20 kg/10sqm.

Sqm. 29

80.84 2344.36

Total 174225.87



PART- XXVIII SEWAGE TREAGTMENT PLANT (CIVIL WORK)- GRIHA

SHEET -B


1 BIO GAS : Rs. 1517745.11 203027.50

Total : Rs. 1517745.11 203027.50




PART- XXIX BIO GAS (CIVIL WORK)- GRIHA






3 Extra for every additonal lift of 1.5m or part these of in:-

All Kind of soil Cum. 15.40


Cum. 140

37.31 5223.96


100 Sqm. 848

214.32 1817.40


Cum. 225

117.72 26486.44






SHEET - 1A






135.17 11489.07


Foundations, footings, bases of columns etc. for mass concrete. Sqm 60 106.85 6411.23Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 10 162.04 1620.42Suspended floors, roofs, landing, balconies and access platform Sqm 110 155.87 17145.32Lintels, beams, plinth bams, griders, bressumers and chantilevers. Sqm 220 133.69 29411.11Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 100 206.75 20674.93Stairs, (excluding landings) except spiral-staircases. Sqm 201.53

11 Extra for additional height in centring, shuttering where requirement with adequate bracing propping etc. including cast of de-shutter andde-centring at all levels, over a height of 3.5m for every additional height of 1 metre or part thereof suspended floor, roof landing beamsand balconies (plain area to be measured). Sqm 150

59.58 8937.10




Cement mortar 1:6 (1 cement : 6 coarse sand). Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Cum. 85

2540.40 215933.84


Cum. 58

243.89 14145.58


15 Supplying and fixing rolling shutters of approved make, made of required size of M.S laths interlocked together through their entire lengthand jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements forinside and outside locking with push and pull operation complete including the cost of providing an fixing necessary 27.5 cm long wiresprings grade No. 2 and M.S top cover of required thickness for rolling shutters.

80x1.25mm M.S Laths with 1.25mm thick top cover. Sqm. 6 1257.02 7542.13Providing and fixing ball bearing for rolling shutters. Each 2 357.14 714.27


Exceeding 10.00 sqm and upto 16.80 sqm in area (say average 14 sqm) Sqm. 6 500.39 3002.34


Sqm. 2

229.02 458.03

18 Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size) or with woodenplugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts asrequired, including providng and fixing of glass panes with glazing clips and special metal-sash putty of approved make completeincluding applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hingesor pivots as required. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Doors Sqm. 13 2152.73 27985.52

19 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty insteel doors, windows, Ventilators and comosite units.

Steel Doors Sqm. 3 166.48 499.43Steel Windows Sqm. 10 199.70 1997.04

20 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement includingcement slurry, but excluding the cost of nosing of steps etc. complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)


21 Kota stone slab flooring over 20 mm (Av.) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shadeof the slab including rubbing and polishing complete. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

25mm thick. Sqm. 60 696.53 41791.71



Sqm. 4

846.05 3384.18

23 Providing gola 75x75mm in ceent concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishingwith cement mortar 1:3(1 cement : 3 coarse sand) as per standard design. Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Rmt. 30

53.49 1604.76


Each 1

85.89 85.89



26 15 mm cement plaster on rough side of single or half brick wall of mix.




28 6mm cement plaster to ceiling of mix


29 White washing with whiting to given an even shade:

New work (three or more goats) Sqm. 115 6.09 700.18


New work (three or more coats) Sqm. 55 52.01 2860.74


31 Providing and laying integral cement based water proofing treatment including prepatation of surface as required for treatment of roofs,balconies, terraces etc, consisting of following operations a) Applying and grouting a slurry coat of neat cement using 2.75kg/sqm ofcement admixed with proprietary water proofing compound cleaning the surface before treatment, b) Laying cement concrete usingbroken bricks/ bricks bats 25 mm to 100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with proprietarywater proofing compound conforming to IS: 2645 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixedwith proprietary water proofing compound conforming to IS : 2545 to required slope and treating similary the adjoining walls upto 300mm height including rounding of junctions, or walls and slabs.


414.11 24846.45

32 Providing and fixing on wall face uplastidsed-PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS : 4985 includingjointing with seafring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm diameter Meter 5 144.12 720.62

33 Providing and fixing on wall face unpfasticisd PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to(S:4985 including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

Band110 mm bend Each 5 116.99 584.93

Total 1517745.11


1 Providing and Laying soiling not exceeding 175mm of compacted thickens using 2.42 cubic meter of stone aggregate 22.5 to 53m sizerange with necessary screening, blinding material, murrum and selected earth for every 10 Sqm. Of area including sorting, spreading asshown in the drawing, watering and consolidation with compactor etc. complete including supplying, spreading and consolidation ofscreening and blinding material etc. complete. (Measurement for payment shall be on final compacted thickness of the layers as mentionedin the drawings). No separate payment of the screening and blinding material shall be taken for payment.


Cum 55

1896.58 104312.05

2 Making Plinth Protection 50 mm thick of cement concrete 1:3:6 (1: Cement : 3 Coarse Sand : 6 Graded Stone aggregate 20mm nominalsize) over 75 mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand includingfinishing the top smooth.Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I) Sqm 220

299.49 65886.75

3 Brick edging 7 cm widw 11.4 cm deep to plint protection with bricks of class designation 75 including grouting with cement mortor 1 : 4( 1: Cement : 4 Fine sand)Note:- Used PPC Cement to be used conforming to IS: 1489 (Part-I)

Rm 115

21.86 2513.64

4 Finishing wall with Premium Acrylic smooth exterior paint with silicon additions of required shade. New work (Two or more coatsapplied @ 1.43 Ltr / 10 sqm over and include base coat of water proofing cement paint applied @ 2.20 kg/10sqm. Sqm. 375

80.84 30315.06

Total 203027.50

SHEET - 1B


