BOQ Erode

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    13 Schedule G2 1117485 0.11

    14 Schedule G3 501096 0.05

    15 Schedule H1 836503 0.08

    16 Schedule H2 651888 0.07

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    18 Schedule I2 13317065 1.33

    19 Schedule I3 4017902 0.40

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    21 Schedule I5 3058201 0.31

    22 Schedule I6 776180 0.08

    23 Schedule I7 622254 0.06

    24 Schedule I8 636378 0.06

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    28 Schedule K2 29078765 2.91

    29 Schedule L 2754857 0.28

    30 Schedule M 24722041 2.47

    520016920 52.00

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    Description of Work including all labour charges etc complete as per standard

    specification

    Sewer collection system for veerappanchatram, ScheduleNo.A2,

    Earth work excavating and depositing on bank with initial lead of 10m and initial

    lift of 2 mts in Hard Stiff Clay, Hard Read Earth under water, light black cotton soil,

    sandy loam and ordinary soil de-watering wherever necessary and as directed by

    the E

    Schedule No: B2 Name of Work: Road Restoration work for

    VeerappanChathiramMunicipality Road restoration

    for House Service Connections - The trenches are backfilled after laying sewers

    and the trench portion of the road shall be restored as per IRC standard. The

    trench portion shall be excavated upto 20 cm depth and to be filled with PCC 1

    Schedule No: B2 Name of Work: Road Restoration work for

    VeerappanChathiramMunicipality Road restoration

    for House Service Connections - The trenches are backfilled after laying sewers

    and the trench portion of the road shall be restored as per IRC standard. The

    trench portion shall be excavated upto 20 cm depth and to be filled with PCC 1

    Schedule no C1 Name of Work: Construction of Pumping Station PS2 at Erode

    Open well excavation complying with relevant clause of T.N.S.S. and with a lead

    of 10mts in Hard stiff clay, stiff Black cotton soil, hard red earth, shales, murram,

    gravel, stoney earth and earth mixed with small size boulders and hard gravely

    soil ,de-watering wherever necessary and as directed by the Engineer-in charge.

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    Schedule No: D,Name of Work: Construction of Lift Station at Erode.

    Open well excavation complying with relevant clause of T.N.S.S. and with a lead

    of 10mts in Hard stiff clay,stiff Black cotton soil, hard red earth, shales, murram,

    gravel, stoney earth and earth mixed with small size boulders and hard gravelysoil ,de-wa

    Schedule No: E1 Name of Work: Laying of Pumping main from

    PumpingStationsofErode.A.CIVILWORKS

    Earth work excavating and depositing on bank with initial lead of 10m and initial

    lift of 2 mts in Hard Stiff Clay Hard Red Earth under water,light black cotton

    soil,sandy loam and ordinary soil de-watering wherever necessary including all

    labour charges

    Schedule No: E2,Name of Work: Laying of Pumping main from Pumping Stations

    of Veerappan Chathiram Earth work excavating and

    depositing on bank with initial lead of 10m and initial lift of 2 mts in Hard Stiff Clay

    Hard Red Earth under water,light black cotton soil,sandy loam and ordinary soil

    including refilling de-watering wherever necessary including

    Schedule No: E3,A.CIVIL WORKS,Name of Work: Laying of Pumping main from

    Lift Stations ofErode Earth work

    excavating and depositing on bank with initial lead of 10m and initial lift of 2 mts in

    Hard Stiff Clay Hard Red Earth under water,light black cotton soil,sandy loam and

    ordinary soil de-watering wherever necessary including all labour charges

    Schedule No: F Construction of Bell Mouth Chamber at Erode Earth work

    excavating and depositing on bank with initial lead of 10m and initial lift of 2 mts in

    Hard Stiff Clay Hard Read Earth under water,light black cotton soil,sandy loam

    and ordinary soil de-watering wherever necessary including all labour charges

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    Schedule No: G2,A.Civil WorksName of Work: Construction of Control Room 6.00

    x 8.50m for Erode Pumping station Earthwork excavation in

    hard stiff clay, stiff black cotton red earth, Shales muram, gravel strongearth andearth mixed with boulders and hard stiff gravel, soil as per SS20B with initial lead

    of 10M and lift of 2 metre in all soils 0 to 1 M & 1 to 2M b

    Schedule No: G3, Name of Work: Construction of Control Room 6.00 x 4.00 m for

    Veerappan Chathiram Pumping stationEarthwork excavation in hard stiff clay, stiff

    black cotton red earth, Shales muram, gravel strongearth and earth mixed with

    boulders and hard stiff gravel, soil as per SS20B with initial lead of 10M and lift

    of 2 metre in all soils 0 to 1 M & 1 to 2M below GL including all labour charges

    etc. complete as per standard specifications

    Schedule No: H1,Name of Work:Construction of Compound wall for Sewage

    Pumping Station at Erode Earth work excavating and depositing on bank with

    initial lead of 10m and initial lift of 2 mts in Hard Stiff Clay Hard Read Earth underwater, light black cotton soil, sandy loam and ordinary soil (0-2m) including all

    labour charges etc. complete as per standard specifications

    Schedule No: H2 Name of Work: Construction of compound wall for Sewage

    Pumping Station at Veerappan Chathiram Municipality

    Earth work excavating and depositing on bank with initial lead of 10m and initial

    lift of 2 mts in Hard Stiff Clay Hard Read Earth under water,light black cotton

    soil,sandy loam and ordinary soil (0-2m) including all labour charges etc.complete as per standard specifications

    Schedule No: I1,MECHANCIAL ITEMS,Name of Work:Providing Mechanical &

    Electrical Installation for, Pumpingstation PS2 Supply, delivery, fixing, testing

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    Schedule No: I2, MECHANCIAL ITEMS,Name of Work:Providing Mechanical &

    Electrical Installation PS3 Supply, delivery, fixing,

    testing and commissioning of submersible monoblock, nonclog type having thefollowing duty of pump capacity. The pump shall be capable of handling 100 mm

    size solids. Double mechanical seals shall be provided. Pumpsets shall have

    (subject to tolerance as per the applicable standards). Protection against increase

    in stator winding temperature, bearing temperature, leakage in stator housing and

    terminal box shall be provided. Class of insulation shall be F. The degree of

    protection.The motor shall be supplied with suitable flat submersible copper cable

    . The pumpset shall be supplied with guide rail system with guide pipe of length

    suitable to the system, duck foot elbow etc. complete as per standard

    specifications

    Name of Work:Providing Mechanical & Electrical Installation, PUMPING

    STATION - PS 4,Schedule No: I3,MECHANICAL ITEMS,Supply, delivery, fixing,

    testing and commissioning of submersible monoblock, nonclog type having thefollowing duty of pump capacity. The pump shall be capable of handling 100 mm

    size solids. Double mechanical seals shall be provided. Pumpsets shall have

    Protection against increase in stator winding temperature, bearing temperature,

    leakage in stator housing and terminal box shall be provided. Class of insulation

    shall be F. The degree of protection shall be IP68 as per IS:4961. Motors shall be

    suitable The motor shall be supplied with suitable flat submersible copper cable

    of length 10m.The pumpset shall be supplied with guide rail system with guidepipe of length suitable to the system ,duck foot elbow.and motor control panel with

    all suitable protect

    PUMPING STATION - PS5, MECHANCIAL ITEMS,Schedule No: I4, Supply,

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    Schedule No: I 5, PUMPING STATION - PS 8,MECHANCIAL ITEMS,Supply,

    delivery, fixing, testing and commissioning of submersible monoblock, nonclog

    type having the following duty of pump capacity. The pump shall be capable ofhandling 100 mm size solids. Double mechanical seals shall be provided.

    Pumpsets shall have Protection against increase in stator winding temperature,

    bearing temperature, leakage in stator housing and terminal box shall be

    provided. Class of insulation shall be F. The degree of protection shall be IP68 as

    per IS:4961. Motors shall be suitable The motor shall be supplied with suitable

    flat submersible copper cable of length 10m.The pumpset shall be supplied with

    guide rail system with guide pipe of length suitable to the system ,duck foot

    elbow.and motor control panel with all suitable protect

    Schedule No: I 6, LIFT STATION - LS1,MECHANICAL ITEMS, Supply, delivery,

    fixing, testing and commissioning of submersible monoblock, nonclog type having

    the following duty of pump capacity. The pump shall be capable of handling 100

    mm size solids. Double mechanical seals shall be provided. Pumpsets shall have

    Schedule No: I7, MECHANICAL ITEMS,LIFT STATION - LS2,Supply, delivery,

    fixing, testing and commissioning of submersible monoblock, nonclog type having

    the following duty of pump capacity. The pump shall be capable of handling 100

    mm size solids. Double mechanical seals shall be provided. Pumpsets shall have

    LIFT STATION - LS3,Schedule No: I8Supply, delivery, fixing, testing andcommissioning of submersible monoblock, nonclog type having the following duty

    of pump capacity. The pump shall be capable of handling 100 mm size solids.

    Double mechanical seals shall be provided. Pumpsets shall have

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    Schedule No: K2,Name of Work: House Service connection of Veerappan

    Chathiram Municipality Sewer Connections to Houses (upto Property

    Boundary) : Supplying, laying, jointing, and testing of 110/160 mm dia PVC pipe

    including earthwork excavation for trenches in hard stiff clay, stiff black cotton,hard red earth, shales, morrums, gravel, stony e

    Schedule No: L,Civil Works,Name of Work: Construction of Community Toilet in

    Erode Corporation, Earthwork excavation in hard stiff clay, stiff black cotton red

    earth, Shales muram, gravel stoney earth and earth mixed with boulders and hard

    stiff gravel, soil as per SS20B with initial lead of 10M and lift of 2 metre in all

    soils 0 to 1 M & 1 to 2M

    Schedule No: M,Name of Work: Construction of Bridge and Approach

    road.Earthwork excavation and depositing on bank with an initial lead of 10 m and

    initial lift of 2 m in hard stiff clay, stiff black cotton, hard red earth, shales, murrum,

    gravel, stoney earth and earth mixed with small size bouldersand hard gravelly

    soil SS

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    Figures Words

    1

    Description of Work including all labour

    charges etc complete as per standard

    specification

    1.1 0 - 1 m depth 84509.801 m

    3(one

    cubic meter)92.00 Rupees Ninety Two Only 7774901.60

    1.2 1 - 2 m depth 23222.571 m

    3(one

    cubic meter)92.00 Rupees Ninety Two Only 2136476.44

    1.3

    Earth work excavating and depositing on

    bank with initial lead of 10m and initial lift

    of 2 mts in Hard Stiff ClayHard Read Earth

    under water,light black cotton soil,sandy

    loam and ordinary soil de-watering

    wherever necessary and as directed by the

    Engi

    1.4 2 - 3 m depth 3993.131 m

    3(one

    cubic meter)104.00

    Rupees One Hundred

    Four Only415285.52

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA, PROVIDINGSEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

    Bidder Name:

    SCHEDULE OF WORKS

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by

    the Bidder

    Rs. P Amount (Rs)

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    1.5 3 - 4 m depth 965.101 m

    3(one

    cubic meter)104.00

    Rupees One Hundred

    Four Only100370.40

    1.6 4 - 5 m depth 30.361 m3 (one

    cubic meter)115.00

    Rupees One Hundred

    Fifteen Only3491.40

    2

    Earth work excavation and depositing on

    bank with initial lead of 10m and initial lift

    of 2 mts in Soft Disintegrated Rock, laterite,

    soft rock or kankar not requiring blasting

    including all labour charges etc., complete

    as per standard specification.

    2.1 1 - 2 m depth 18049.811 m

    3(one

    cubic meter)230.00

    Rupees Two Hundred

    Thirty Only4151456.30

    2.2 2 - 3 m depth 8384.011 m

    3(one

    cubic meter)253.00

    Rupees Two Hundred

    Fifty Three Only2121154.53

    2.3 3 - 4 m depth 3234.861 m

    3(one

    cubic meter)253.00

    Rupees Two Hundred

    Fifty Three Only818419.58

    2.4 4 - 5 m depth 774.301 m

    3(one

    cubic meter)316.00

    Rupees Three Hundred

    Sixteen Only244678.80

    2.5 5 - 6 m depth 58.391 m

    3(one

    cubic meter)316.00

    Rupees Three Hundred

    Sixteen Only18451.24

    3

    Earth work excavating and depositing on

    bank with initial lead of 10m and initial lift

    of 2 mts in Medium Rock and Dense

    Medium Roack which does not require

    blasting including all labour charges etc.,

    complete as per standard specification.

    3.1 2 - 3 m depth 1442.721 m

    3(one

    cubic meter)403.00

    Rupees Four Hundred

    Three Only581416.16

    3.2 3 - 4 m depth 1536.141 m

    3(one

    cubic meter)403.00

    Rupees Four Hundred

    Three Only619064.42

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    3.3 4 - 5 m depth 685.371 m

    3(one

    cubic meter)460.00

    Rupees Four Hundred

    Sixty Only315270.20

    3.4 5 - 6 m depth 72.20 1 m3 (one

    cubic meter)575.00 Rupees Five Hundred

    Seventy Five Only41515.00

    4

    Hard rock excavation by wedging,

    chiselling and trimming to propoer shape

    where blasting is prohibated and depositing

    on bank with initial lead of 10m and initial

    l ift of 2 mts including all labour charges

    etc., complete as per standard specification.

    4.1 3 - 4 m depth 853.701 m

    3(one

    cubic meter)748.00

    Rupees Seven Hundred

    Forty Eight Only638567.60

    4.2 4 - 5 m depth 421.691 m

    3(one

    cubic meter)863.00

    Rupees Eight Hundred

    Sixty Three Only363918.47

    4.3 5 - 6 m depth 71.871 m

    3(one

    cubic meter)863.00

    Rupees Eight Hundred

    Sixty Three Only62023.81

    5

    Providing shoring & strutting with

    sheet piles /wooden piles & planks, with

    necessary support for excavation beyond

    depth of 2.00m, including de-watering,

    cost of sheet pile/ wooden piles, plank &

    other materials, removing shoring and

    strutting after the

    5.1 2 - 2.5 m depth

    5.2 200 mm dia 9907.501 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 683617.50

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    5.3 250 mm dia 915.001 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 63135.00

    5.4 300 mm dia 249.501 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 17215.50

    5.5 350 mm dia 137.501 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 9487.50

    5.6 400 mm dia 28.001 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 1932.00

    5.7 450 mm dia 164.501 m

    2

    (one Square

    meter)

    69.00 Rupees Sixty Nine Only 11350.50

    5.8 500 mm dia 50.001 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 4050.00

    5.9 600 mm dia 226.001 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 18306.00

    5.10 2.5 - 3.0 m depth

    5.11 200 mm dia 6198.601 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 502086.60

    5.12 250 mm dia 857.801 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 69481.80

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    5.13 300 mm dia 351.601 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 28479.60

    5.14 350 mm dia 333.001 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 26973.00

    5.15 400 mm dia 108.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 9936.00

    5.16 500 mm dia 343.201 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 31574.40

    5.17 3.0 - 3.5 m depth

    5.18 200 mm dia 2534.701 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 205310.70

    5.19 250 mm dia 371.201 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 30067.20

    5.20 300 mm dia 336.701 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 27272.70

    5.21 350 mm dia 319.901 m

    2

    (one Square

    meter)

    81.00 Rupees Eighty One Only 25911.90

    5.22 450 mm dia 56.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 5152.00

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    5.23 500 mm dia 53.901 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 4958.80

    5.24 600 mm dia 12.601 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 1159.20

    5.25 3.5 - 4.0 m depth

    5.26 200 mm dia 2796.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 257232.00

    5.27 250 mm dia 738.401 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 67932.80

    5.28 300 mm dia 92.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 8464.00

    5.29 350 mm dia 72.801 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 6697.60

    5.30 450 mm dia 67.201 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 6182.40

    5.31 4.0 - 4.5 m depth

    5.32 200 mm dia 543.601 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 50011.20

    5.33 250 mm dia 23.401 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 2152.80

    5.34 4.5 - 5.0 m depth

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    5.35 200 mm dia 181.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 16652.00

    5.36 250 mm dia 180.001 m

    2

    (one Square

    meter)

    92.00 Rupees Ninety Two Only 16560.00

    6

    Supply of riversand filling and compacting

    in trenches for laying sewer pipes wherever

    required as directed by the Engineer in-

    charge including dewatering wherever

    necessary and all labour charges etc.,

    complete as per standard specification.

    12001.501 m

    3(one

    cubic meter)690.00

    Rupees Six Hundred

    Ninety Only8281035.00

    7.1 upto 1.5m depth 393.131 m

    3(one

    cubic meter)690.00

    Rupees Six Hundred

    Ninety Only271259.70

    7.2 1.5-4.5 m depth 238.521 m

    3(one

    cubic meter)759.00

    Rupees Seven Hundred

    Fifty Nine Only181036.68

    8

    Supplying, Laying and Jointing of SW

    Pipes of following diameters in

    cementmortar 1:1.5using SRC

    cemnt(1SRCcement:1.5 river sand) and

    hemp yarn (IS 4127:1983) to the required

    alignment and slope as indicated indrawing/design and hydraulically testing of

    the pipe

    8.1 0 - 2 m depth (200 mm dia) 79647.001 M (one

    meter)354.00

    Rupees Three Hundred

    Fifty Four Only28195038.00

    8.2 0 - 2 m depth (250 mm dia) 968.001 M (one

    meter)549.00

    Rupees Five Hundred

    Forty Nine Only531432.00

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    8.3 2 - 3 m depth (200 mm dia) 10216.001 M (one

    meter)390.00

    Rupees Three Hundred

    Ninety Only3984240.00

    8.4 2 - 3 m depth (300 mm dia) 516.001 M (one

    meter)964.00

    Rupees Nine Hundred

    Sixty Four Only497424.00

    8.5 3 - 3.5 m depth (200 mm dia) 2469.001 M (one

    meter)390.00

    Rupees Three Hundred

    Ninety Only962910.00

    8.6 2 - 3 m depth (250 mm dia) 566.001 M (one

    meter)603.00

    Rupees Six Hundred

    Three Only341298.00

    8.7 3 - 3.5 m depth (250 mm dia) 258.001 M (one

    meter)603.00

    Rupees Six HundredThree Only

    155574.00

    8.8 3 - 3.5 m depth (300 mm dia) 509.001 M (one

    meter)964.00

    Rupees Nine Hundred

    Sixty Four Only490676.00

    8.9 0 - 2 m depth (300 mm dia) 635.001 M (one

    meter)876.00

    Rupees Eight Hundred

    Seventy Six Only556260.00

    9

    Supplying, lowering, laying & Jointing

    to the site of work, RCC - NP3 class (IS)in standard length of 2.5 m length with

    socket and spigot pipes of following

    diameters as per relevant BIS specification,

    manufactured with sulphate resistent

    cement

    9.1 0 - 2 m depth (350 mm dia) 165.001 M (one

    meter)1969.00

    Rupees One Thousand

    Nine Hundred Sixty Nine

    Only

    324885.00

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    9.2 0 - 2 m depth (500 mm dia) 25.001 M (one

    meter)2950.00

    Rupees Two Thousand

    Nine Hundred Fifty Only73750.00

    9.3 3 - 4 m depth (200 mm dia) 2094.001 M (one

    meter)926.00

    Rupees Nine Hundred

    Twenty Six Only1939044.00

    9.4 3 - 4 m depth (300 mm dia) 183.001 M (one

    meter)1485.00

    Rupees One Thousand

    Four Hundred Eighty

    Five Only

    271755.00

    9.5 4 - 5 m depth (200 mm dia) 3069.001 M (one

    meter)926.00

    Rupees Nine Hundred

    Twenty Six Only2841894.00

    9.6 4 - 5 m depth (250 mm dia) 317.00 1 M (onemeter)

    1103.00 Rupees One ThousandOne Hundred Three Only

    349651.00

    9.7 4 - 5 m depth (300 mm dia) 270.001 M (one

    meter)1485.00

    Rupees One Thousand

    Four Hundred Eighty

    Five Only

    400950.00

    9.8 4 - 5 m depth (400mm dia) 90.001 M (one

    meter)2271.00

    Rupees Two Thousand

    Two Hundred Seventy

    One Only

    204390.00

    9.9 5 - 6 m depth (200 mm dia) 289.001 M (one

    meter)926.00

    Rupees Nine Hundred

    Twenty Six Only267614.00

    9.10 5 - 6 m depth (300 mm dia) 132.001 M (one

    meter)1485.00

    Rupees One Thousand

    Four Hundred Eighty

    Five Only

    196020.00

    9.11 3 - 4 m depth (250 mm dia) 517.001 M (one

    meter)1054.00

    Rupees One Thousand

    Fifty Four Only544918.00

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    9.12 2 - 3 m depth (350 mm dia) 339.001 M (one

    meter)1456.00

    Rupees One Thousand

    Four Hundred Fifty Six

    Only

    493584.00

    9.13 2 - 3 m depth (450 mm dia) 47.001 M (one

    meter)2519.00

    Rupees Two Thousand

    Five Hundred Nineteen

    Only

    118393.00

    9.14 2 - 3 m depth (500 mm dia) 110.001 M (one

    meter)2950.00

    Rupees Two Thousand

    Nine Hundred Fifty Only324500.00

    9.15 2 - 3 m depth (600 mm dia) 126.001 M (one

    meter)4108.00

    Rupees Four Thousand

    One Hundred Eight Only517608.00

    9.16 3 - 4 m depth (350 mm dia) 474.00 1 M (onemeter)

    1969.00 Rupees One ThousandNine Hundred Sixty Nine

    Only

    933306.00

    9.17 3 - 4 m depth (400 mm dia) 28.001 M (one

    meter)2271.00

    Rupees Two Thousand

    Two Hundred Seventy

    One Only

    63588.00

    9.18 3 - 4 m depth (450 mm dia) 173.001 M (one

    meter)2519.00

    Rupees Two Thousand

    Five Hundred Nineteen

    Only

    435787.00

    9.19 3 - 4 m depth (500 mm dia) 205.001 M (one

    meter)2950.00

    Rupees Two Thousand

    Nine Hundred Fifty Only604750.00

    9.20 3 - 4 m depth (600 mm dia) 9.001 M (one

    meter)4108.00

    Rupees Four Thousand

    One Hundred Eight Only36972.00

    9.21 4 - 5 m depth (350 mm dia) 294.001 M (one

    meter)1969.00

    Rupees One Thousand

    Nine Hundred Sixty Nine

    Only

    578886.00

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    9.22 4 - 5 m depth (450 mm dia) 102.001 M (one

    meter)2519.00

    Rupees Two Thousand

    Five Hundred Nineteen

    Only

    256938.00

    9.23 5 - 6 m depth (250 mm dia) 67.001 M (one

    meter)1103.00

    Rupees One Thousand

    One Hundred Three Only73901.00

    9.24 5 - 6 m depth (350 mm dia) 151.001 M (one

    meter)1969.00

    Rupees One Thousand

    Nine Hundred Sixty Nine

    Only

    297319.00

    9.25 5 - 6 m depth (450 mm dia) 112.001 M (one

    meter)2519.00

    Rupees Two Thousand

    Five Hundred Nineteen

    Only

    282128.00

    9.26 5 - 6 m depth (600 mm dia) 10.00 1 M (onemeter)

    4108.00 Rupees Four ThousandOne Hundred Eight Only

    41080.00

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    10

    construction of drop manholes of differentdepths as per type design/drawing on sewer

    lines and provided with tight fit ting FRC

    manhole covers and frames of 600 mm dia.,

    of approved make and provision of

    encapsulated PVC foot rests. The manhole

    shall be of brick work(with approved

    country killn burnt bricks of size 8 3/4" x

    4 1/4 " x 2 1/4 " and using sulphateresisting

    Cement) .In CM 1:3 and plastered with CM

    1:3 using Src cement , 20mm thick inside

    and 12mm thick outside as per type design.Benching and channeling should be

    provided in the manhole and suiltable

    diameter pipes for house service connection

    ( not exceeding 6 nos for each man hole) to

    be left in the manholes as directed by the

    engg incharge . The rate shall include

    earthwork backfilling and removal of

    surplus earth and depositing within 500 m.

    dewatering whereever necessary ,

    barricading provision of danger lights andincluding all labour charges etc complete as

    per standard specification

    10.1 0 - 1 m depth 1580.001 No (One

    Number)18400.00

    Rupees Eighteen

    Thousand Four Hundred

    Only

    29072000.00

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    10.2 1 - 1.5 m depth 1573.001 No (One

    Number)22540.00

    Rupees Twenty Two

    Thousand Five Hundred

    Forty Only

    35455420.00

    10.3 1.5 - 2 m depth 394.001 No (One

    Number)26680.00

    Rupees Twenty Six

    Thousand Six Hundred

    Eighty Only

    10511920.00

    10.4 2 - 2.5 m depth 229.001 No (One

    Number)30820.00

    Rupees Thirty Thousand

    Eight Hundred Twenty

    Only

    7057780.00

    10.5 2.5 - 3 m depth 167.001 No (One

    Number)37375.00

    Rupees Thirty Seven

    Thousand Three Hundred

    Seventy Five Only

    6241625.00

    10.6 3 - 3.5 m depth 157.001 No (One

    Number)43470.00

    Rupees Forty Three

    Thousand Four Hundred

    Seventy Only

    6824790.00

    10.7 3.5 - 4 m depth 109.001 No (One

    Number)49565.00

    Rupees Forty Nine

    Thousand Five Hundred

    Sixty Five Only

    5402585.00

    10.8 4 - 4.5 m depth 76.001 No (One

    Number)55660.00

    Rupees Fifty Five

    Thousand Six Hundred

    Sixty Only

    4230160.00

    10.9 4.5 - 5 m depth 30.00 1 No (OneNumber)

    61755.00

    Rupees Sixty One

    Thousand Seven Hundred

    Fifty Five Only

    1852650.00

    10.10 5 - 5.5 m depth 17.001 No (One

    Number)67850.00

    Rupees Sixty Seven

    Thousand Eight Hundred

    Fifty Only

    1153450.00

    10.11 5.5 - 6.0 m depth 1.001 No (One

    Number)73945.00

    Rupees Seventy Three

    Thousand Nine Hundred

    Forty Five Only

    73945.00

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    11

    construction of drop manholes of differentdepths as per type design/drawing on sewer

    lines and provided with tight fit ting FRC

    manhole covers and frames of 600 mm dia.,

    of approved make and provision of

    encapsulated PVC foot rests. The manhole

    shall be of brick work(with approved

    country killn burnt bricks of size 8 3/4" x

    4 1/4 " x 2 1/4 " and using sulphateresisting

    Cement) .In CM 1:3 and plastered with CM

    1:3 using Src cement , 20mm thick inside

    and 12mm thick outside as per type design.Benching and channeling should be

    provided in the manhole and suiltable

    diameter pipes for house service connection

    ( not exceeding 6 nos for each man hole) to

    be left in the manholes as directed by the

    engg incharge . The rate shall include

    earthwork backfilling and removal of

    surplus earth and depositing within 500 m.

    dewatering whereever necessary ,

    barricading provision of danger lights andincluding all labour charges etc complete as

    per standard specification

    11.1 1 - 1.5 m depth 64.001 No (One

    Number)22540.00

    Rupees Twenty Two

    Thousand Five Hundred

    Forty Only

    1442560.00

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    11.2 1.5 - 2 m depth 33.001 No (One

    Number)26680.00

    Rupees Twenty Six

    Thousand Six Hundred

    Eighty Only

    880440.00

    11.3 2 - 2.5 m depth 23.001 No (One

    Number)30820.00

    Rupees Thirty Thousand

    Eight Hundred Twenty

    Only

    708860.00

    11.4 2.5 - 3 m depth 15.001 No (One

    Number)37375.00

    Rupees Thirty Seven

    Thousand Three Hundred

    Seventy Five Only

    560625.00

    11.5 3 - 3.5 m depth 7.001 No (One

    Number)43470.00

    Rupees Forty Three

    Thousand Four Hundred

    Seventy Only

    304290.00

    11.6 3.5 - 4 m depth 9.001 No (One

    Number)49565.00

    Rupees Forty Nine

    Thousand Five Hundred

    Sixty Five Only

    446085.00

    11.7 4 - 4.5 m depth 12.001 No (One

    Number)55660.00

    Rupees Fifty Five

    Thousand Six Hundred

    Sixty Only

    667920.00

    11.8 4.5 - 5 m depth 4.001 No (One

    Number)61755.00

    Rupees Sixty One

    Thousand Seven Hundred

    Fifty Five Only

    247020.00

    11.9 5 - 5.5 m depth 3.00 1 No (OneNumber)

    67850.00

    Rupees Sixty Seven

    Thousand Eight Hundred

    Fifty Only

    203550.00

    11.10 5.5 - 6.0 m depth 1.001 No (One

    Number)73945.00

    Rupees Seventy Three

    Thousand Nine Hundred

    Forty Five Only

    73945.00

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    12

    Disposal of surplus earth including

    loading, conveyance within a distance of

    5km and spreading including all labour

    charges etc., complete as per standard

    specification and as directed by the

    Engineer in charge.

    3689.50 1 m

    3

    (onecubic meter) 58.00 Rupees Fifty Eight Only 213991.00

    13

    Refilling the trenches with excavated earth

    including all labour charges etc., complete

    as per standard specification.

    143231.101 m

    3(one

    cubic meter)17.00 Rupees Seventeen Only 2434928.70

    14

    upp y, e very, ay ng, o n ng an es ng

    of 200m dia. PVC (4KSC Working

    pressure) pipe across Storm water drain /

    Water course including all materialcharges and labour charges etc., complete as

    er standard s ecification.

    2096.001 M (one

    meter)230.00

    Rupees Two Hundred

    Thirty Only482080.00

    15 4 - 5 m depth (250 mm dia) 110.001 No (One

    Number)288.00

    Rupees Two Hundred

    Eighty Eight Only31680.00

    16

    Labour for Open cutting road for laying

    water mains or sewer for BT

    Roads(250mm) including all labour charges

    etc., complete as per standard specification.

    16212.311 m

    3(one

    cubic meter)403.00

    Rupees Four Hundred

    Three Only6533560.93

    17

    Labour for cutting open road for laying

    water mains or sewer for WBM

    Roads(75mm thick) including all labour

    charges etc., complete as per standard

    s ecification.

    556.881 m

    3(one

    cubic meter)288.00

    Rupees Two Hundred

    Eighty Eight Only160381.44

    18

    Labour for cutting open road for laying

    water mains or sewer for Concerete

    Roads(150mm thick) including all labour

    charges etc., complete as per standard

    specification.

    8565.991 m

    3(one

    cubic meter)920.00

    Rupees Nine Hundred

    Twenty Only7880710.80

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    19 3 - 4 m depth (450 mm dia) 1436.791 m

    3(one

    cubic meter)920.00

    Rupees Nine Hundred

    Twenty Only1321846.80

    20

    trench for laying the pipe line with

    casuarina post at 1.52m c/c ( 8 to10 cmdia

    and 1.52 m height ) verticals, painting the

    vertical posts in different colours, tieing

    with coir rope, fixing danger flags, dangerlights , reflectors including watching during

    night for 1 Meter and all material charges

    and labour charges etc., complete as per

    210364.001 M (one

    meter)

    23.00Rupees Twenty Three

    Only

    4838372.00

    Total in Figures 216846770.22

    Total in Words

    Rupees Twenty One Crores Sixty Eight Lakh Forty Six Thousand Seven Hundred

    Seventy And Twenty Two Paise Only

  • 7/27/2019 BOQ Erode

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    21.2 1 - 2 m depth 1731.55

    1m3

    (One cubic

    Meter)

    92.00 Rupees Ninety Two Only

    22

    Earth work excavating anddepositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Hard Stiff Clay, Hard

    Read Earth under water,light

    black cotton soil, sandy loam

    and ordinary soil de-watering

    wherever necessary including

    all labour charg

    22.1 2 - 3 m depth 432.89

    1m3

    (One cubicMeter)

    104.00Rupees One Hundred

    Four Only

    22.2 3 - 4 m depth 100.25

    1m3

    (One cubic

    Meter)

    104.00Rupees One Hundred

    Four Only

    23

    Earth work excavation and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Soft Disintegrated Rock,

    laterite, soft rock or kankar not

    requiring blasting including alllabour charges etc., complete as

    per standard specification

    23.1 1 - 2 m depth 432.89

    1m3

    (One cubic

    Meter)

    173.00Rupees One Hundred

    Seventy Three Only

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    23.2 2 - 3 m depth 601.52

    1m3

    (One cubic

    Meter)

    253.00Rupees Two Hundred

    Fifty Three Only

    23.3 3 - 4 m depth 503.65

    1m3

    (One cubic

    Meter)

    253.00Rupees Two Hundred

    Fifty Three Only

    23.4 4 - 5 m depth 145.73

    1m3

    (One cubic

    Meter)

    316.00Rupees Three Hundred

    Sixteen Only

    23.5 5 - 6 m depth 15.71

    1m3

    (One cubic

    Meter)

    316.00Rupees Three Hundred

    Sixteen Only

    24

    Earth work excavating and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Medium Rock and Dense

    Medium Roack which does not

    require blasting including all

    labour charges etc., complete as

    per standard specification

    24.1 2 - 3 m depth 200.51

    1m3

    (One cubicMeter)

    414.00

    Rupees Four Hundred

    Fourteen Only

    24.2 3 - 4 m depth 209.85

    1m3

    (One cubic

    Meter)

    414.00Rupees Four Hundred

    Fourteen Only

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    24.3 4 - 5 m depth 242.88

    1m3

    (One cubic

    Meter)

    518.00Rupees Five Hundred

    Eighteen Only

    24.4 5 - 6 m depth 39.26

    1m3

    (One cubic

    Meter)

    518.00Rupees Five Hundred

    Eighteen Only

    25

    Hard rock excavation by

    wedging, chiselling and

    trimming to propoer shape

    where blasting is prohibated and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts including all labour charges

    etc., complete as per standard

    specification

    25.1 3 - 4 m depth 41.971m

    3

    (One cubic

    Meter)

    748.00Rupees Seven Hundred

    Forty Eight Only

    25.2 4 - 5 m depth 97.15

    1m3

    (One cubic

    Meter)

    863.00Rupees Eight Hundred

    Sixty Three Only

    25.3 5 - 6 m depth 23.56

    1m3

    (One cubicMeter)

    863.00

    Rupees Eight Hundred

    Sixty Three Only

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    26

    Providing shoring & strutting

    with sheet piles /wooden piles &

    planks, with necessary support

    for excavation beyond depth of2.00m, including de-watering,

    cost of sheet pile/ wooden piles,

    plank & other materials,

    removing shoring and strutting

    after the

    26.1 2 - 2.5 m depth

    26.2 200 mm dia 500.00

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.3 2.5 - 3.0 m depth

    26.4 200 mm dia 96.00

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.5 3.0 - 3.5 m depth

    26.6 200 mm dia 32.90

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.7 3.5 - 4.0 m depth

    26.8 200 mm dia 24.001 m

    2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.9 250 mm dia 49.60

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

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    26.10 4.0 - 4.5 m depth

    26.11 200 mm dia 31.95

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.12 250 mm dia 90.90

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.13 300 mm dia 56.25

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.14 350 mm dia 5.00

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.15 4.5 - 5.0 m depth

    26.16 200 mm dia 44.00

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.17 250 mm dia 11.00

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

    26.18 300 mm dia 54.50

    1 m2

    (One Square

    meter)

    92.00 Rupees Ninety Two Only

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    27

    Supply of river sand filling and

    compacting in trenches for

    laying sewer pipes wherever

    required including all labourcharges and including

    dewatering wherever necessary

    etc., complete as per standard

    specification and as directed by

    the Engineer in-charg

    497.871m

    3

    (One cubic

    Meter)

    690.00Rupees Six Hundred

    Ninety Only

    28

    Providing Bed concrete for

    laying stone ware sewer pipes

    wherever required as directed by

    the Engineer in charge in Plain

    Cement Concrete 1:4:8 (1cement: 4 river sand: 8 blue

    granite metal) using 40 mm and

    below ISS HBG, including

    shuttering, compacting

    28.1 upto 1.5m depth 11.21

    1m3

    (One cubic

    Meter)

    2972.00

    Rupees Two Thousand

    Nine Hundred Seventy

    Two Only

    28.2 1.5-4.5 m depth 15.00

    1m3

    (One cubic

    Meter)

    3566.00

    Rupees Three Thousand

    Five Hundred Sixty Six

    Only

  • 7/27/2019 BOQ Erode

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    29

    Supplying, Laying and

    Jointing of SW Pipes of

    following diameters in cement

    mortar 1:1.5 (1cement:1.5 riversand) and hemp yarn (IS

    4127:1983) to the required

    alignment and slope as indicated

    in drawing/design and

    hydraulically testing of the pipe

    line.

    29.1 0-2m Depth

    29.2 200 mm dia 2680.001 m (One

    meter)302.00

    Rupees Three Hundred

    Two Only

    29.3 2.0-3.0 m Depth29.4 200 mm dia 580.00

    1 m (One

    meter)333.00

    Rupees Three Hundred

    Thirty Three Only

    29.5 3.0-3.5 m Depth

    29.6 200 mm dia 47.001 m (One

    meter)333.00

    Rupees Three Hundred

    Thirty Three Only

  • 7/27/2019 BOQ Erode

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    30

    Supplying, Lowering, Laying

    and Jointing of RCC - NP3 in

    standard length of 2.5 m length

    with socket and spigot pipes of

    following diameters as per

    relevant BIS specification,

    manufactured with sulphate

    resistent cement and coated with

    12 mm thick SRC to resist

    sulphate attack including cost of

    rubber gasket including all

    labour charges etc., complete as

    per standard specification

    30.1 3.00-4.00 m Depth

    30.2 200 mm dia 30.001m (One

    meter)926.00

    Rupees Nine Hundred

    Twenty Six Only

    30.3 250mmdia 62.001m( One

    meter)1103.00

    Rupees One Thousand

    One Hundred Three Only

    30.4 4.00-5.00 m Depth

    30.5 200 mm dia 159.001m( One

    meter)938.00

    Rupees Nine Hundred

    Thirty Eight Only

    30.6 250mmdia 224.001m( One

    meter) 958.00Rupees Nine Hundred

    Fifty Eight Only

    30.7 300 mm dia 234.001m( One

    meter)1485.00

    Rupees One Thousand

    Four Hundred Eighty

    Five Only

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    30.8 5.00-6.00 m Depth

    30.9 250mmdia 115.001m( One

    meter)958.00

    Rupees Nine Hundred

    Fifty Eight Only

    30.10 300 mm dia 225.001m( One

    meter)1485.00

    upees ne ousan

    Four Hundred Eighty

    31 Null

    31.1 Null

    31.2 Null

    31.3 Null

    31.4 Null

    31.5 Null

    31.6 Null

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    31.7 Null

    32 Null

    32.1 Null

    32.2 Null

    32.3 Null

    32.4 Null

    32.5 Null

    32.6 Null

    32.7 Null

    33Construction of manholes ofdifferent depths as per type

    design/drawing on sewer line

    33.1 0 - 1 m depth 45.001No (One

    Number)18400.00

    Rupees Eighteen

    Thousand Four Hundred

    Only

  • 7/27/2019 BOQ Erode

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    33.2 1 - 1.5 m depth 57.001No (One

    Number)22540.00

    Rupees Twenty Two

    Thousand Five Hundred

    Forty Only

    33.3 1.5 - 2 m depth 28.001No (One

    Number)26680.00

    Rupees Twenty SixThousand Six Hundred

    Eighty Only

    33.4 2 - 2.5 m depth 9.001No (One

    Number)30820.00

    Rupees Thirty Thousand

    Eight Hundred Twenty

    Only

    33.5 2.5 - 3 m depth 2.001No (One

    Number)37375.00

    Rupees Thirty Seven

    Thousand Three Hundred

    Seventy Five Only

    33.6 3 - 3.5 m depth 2.001No (One

    Number)

    43470.00

    Rupees Forty Three

    Thousand Four Hundred

    Seventy Only

    33.7 3.5 - 4 m depth 7.001No (One

    Number)49565.00

    Rupees Forty Nine

    Thousand Five Hundred

    Sixty Five Only

    33.8 4 - 4.5 m depth 15.001No (One

    Number)55660.00

    Rupees Fifty Five

    Thousand Six Hundred

    Sixty Only

    33.9 4.5 - 5 m depth 8.001No (One

    Number)61755.00

    Rupees Sixty One

    Thousand Seven Hundred

    Fifty Five Only

    33.10 5 - 5.5 m depth 7.001No (One

    Number)67850.00

    Rupees Sixty SevenThousand Eight Hundred

    Fifty Only

    34

    Construction of drop manholes

    of different depths as per type

    desi n/drawin on sewer lines

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    34.1 1.5 - 2 m depth 2.001No (One

    Number)26680.00

    Rupees Twenty Six

    Thousand Six Hundred

    Eighty Only

    34.2 2.5 - 3 m depth 1.00 1No (OneNumber)

    37375.00Rupees Thirty Seven

    Thousand Three Hundred

    Seventy Five Only

    34.3 3.5 - 4 m depth 1.001No (One

    Number)49565.00

    Rupees Forty Nine

    Thousand Five Hundred

    Sixty Five Only

    34.4 4 - 4.5 m depth 1.001No (One

    Number)55660.00

    Rupees Fifty Five

    Thousand Six Hundred

    Sixty Only

    34.5 4.5- 5 m depth 2.001No (One

    Number)

    61755.00

    Rupees Sixty One

    Thousand Seven Hundred

    Fifty Five Only

    35

    Disposal of surplus earth

    including loading , conveyance

    within a distance of 5km and

    162.84

    1m3

    (One cubic

    Meter)

    58.00 Rupees Fifty Eight Only

    36

    Refilling the trenches with

    excavated earth including all

    labour charges etc., complete as

    7987.641m

    3

    (One cubic

    Meter)

    17.00 Rupees Seventeen Only

    37

    Supply, delivery, laying,

    jointing and testing of 200m

    dia. PVC ( 4KSC Working

    35.001 m (One

    meter)270.00

    Rupees Two Hundred

    Seventy Only

    38

    Providing ventilating shaft

    including all material charges

    and labour charges etc.,

    5.00 1No (OneNumber)

    6739.00 Rupees Six ThousandSeven Hundred Thirty

    Nine Only

  • 7/27/2019 BOQ Erode

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    39

    Labour for cutting open road for

    laying water mains or sewer for

    BT Roads(250mm) including all

    labour charges etc., complete asper standard specification

    613.46

    1m3

    (One cubic

    Meter)

    403.00Rupees Four Hundred

    Three Only

    40

    Labour for cutting open road for

    laying water mains or sewer for

    WBM Roads(75mm thick)

    including all labour charges etc.,

    complete as per standard

    specification

    49.95

    1m3

    (One cubic

    Meter)

    288.00Rupees Two Hundred

    Eighty Eight Only

    41

    Labour for cutting open road for

    laying water mains or sewer for

    Concerete Roads(150mm thick)

    including all labour charges etc.,

    complete as per standard

    specification

    5.261m

    3

    (One cubic

    Meter)

    920.00Rupees Nine Hundred

    Twenty Only

    42

    Providing the end concrete at all

    manholes with PCC 1:3:6 using

    40 mm gauge hard broken stone

    jelly for plain cement concrete

    works including laying in layers

    of not more than 15cm thick

    including ramming curing , etc

    complete to proper shape to

    support t

    60.00

    1m3

    (One cubic

    Meter)

    3338.00

    Rupees Three Thousand

    Three Hundred Thirty

    Eight Only

  • 7/27/2019 BOQ Erode

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    43

    Barrication work along one side

    of the trench for laying the pipe

    line with casuarina post at 1.52

    m c/c ( 8 to 10 cm dia and 1.52

    m height ) verticals, painting the

    vertical posts in different

    colours, t ieing with coir rope,

    fixing danger flags, danger l

    8732.001 m (One

    meter) 23.00Rupees Twenty Three

    Only

    Total in Figures 10810258.94

    Total in Words Rupees One Crore Eight Lakh Ten Thousand Two Hundred Fifty

  • 7/27/2019 BOQ Erode

    45/640

    321429.60

    PROVIDING

    Amount (Rs)

  • 7/27/2019 BOQ Erode

    46/640

    159302.60

    45020.56

    10426.00

    74889.97

  • 7/27/2019 BOQ Erode

    47/640

    152184.56

    127423.45

    46050.68

    4964.36

    83011.14

    86877.90

  • 7/27/2019 BOQ Erode

    48/640

    125811.84

    20336.68

    31393.56

    83840.45

    20332.28

  • 7/27/2019 BOQ Erode

    49/640

    46000.00

    8832.00

    3026.80

    2208.00

    4563.20

  • 7/27/2019 BOQ Erode

    50/640

    2939.40

    8362.80

    5175.00

    460.00

    4048.00

    1012.00

    5014.00

  • 7/27/2019 BOQ Erode

    51/640

    343530.30

    33316.12

    53490.00

  • 7/27/2019 BOQ Erode

    52/640

    809360.00

    193140.00

    15651.00

  • 7/27/2019 BOQ Erode

    53/640

    27780.00

    68386.00

    149142.00

    214592.00

    347490.00

  • 7/27/2019 BOQ Erode

    54/640

    110170.00

    334125.00

  • 7/27/2019 BOQ Erode

    55/640

    828000.00

  • 7/27/2019 BOQ Erode

    56/640

    1284780.00

    747040.00

    277380.00

    74750.00

    86940.00

    346955.00

    834900.00

    494040.00

    474950.00

  • 7/27/2019 BOQ Erode

    57/640

  • 7/27/2019 BOQ Erode

    58/640

    247224.38

    14385.60

    4839.20

    200280.00

  • 7/27/2019 BOQ Erode

    59/640

    200836.00

    Eight And Ninety Four Paise Only

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    60/640

    Figures Words

    44 ScheduleNo:B1,

    Road restoration for House

    Service Connections - The

    trenches are backfilled after

    laying sewers and the trench

    portion of the road shall be

    restored as per IRC standard.

    The trench portion shall be

    excavated upto 20 cm depthand to be filled with PCC 1

    73324.80

    1m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only8432352.00

    45 Earth work excavating and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Hard Stiff Clay Hard

    Read Earth under water, light

    black cotton soil,sandy loam

    and ordinary soil de-watering

    wherever necessary and as

    directed by the Eng

    14664.96

    1m3

    ( One Cubic

    meter)

    92.00 Rupees Ninety Two Only 1349176.32

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by the

    Bidder

    Rs. P Amount (Rs)

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA, PROVIDING

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

    Bidder Name:

    SCHEDULE OF WORKS

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    46 Road restoration for sewer

    system - The trenches are

    backfilled after laying sewers

    and the trench portion of theroad shall be restored as per

    IRC standard. The trench

    portion shall be excavated upto

    30 cm depth and to be filled

    with filling sand up to

    84714.301m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only9742144.50

    47 Earth work excavating and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Hard Stiff Clay Hard

    Read Earth under water,lightblack cotton soil,sandy loam

    and ordinary soil de-watering

    wherever necessary and as

    directed by the Engi

    25414.29

    1m3

    ( One Cubicmeter)

    92.00 Rupees Ninety Two Only 2338114.68

    48 Road restoration for Pumping

    mains from Pumping stations of

    Erode with CC - The trenches

    are backfilled after laying

    sewers and the trench portion of

    the road shall be restored as perIRC standard. The trench

    portion shall be excavated upto

    20 cm depth a

    6880.00

    1m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only791200.00

    49 Null

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    50 Road restoration for Pumping

    mains from Lift Stations of

    Erode with CC- The trenches

    are backfilled after layingsewers and the trench portion of

    the road shall be restored as per

    IRC standard. The trench

    portion shall be excavated upto

    20 cm depth and

    1580.001m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only181700.00

    Total in Figures 22834687.50Total in Words Rupees Two Crores Twenty Eight Lakh Thirty Four Thousand Six Hundred Eighty Seven And Fifty Paise Only

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    Figures Words

    51

    Schedule No: B2 Name of

    Work: Road Restoration

    work for

    VeerappanChathiramMunicip

    ality

    Road restoration for House

    Service Connections - The

    trenches are backfilled after

    laying sewers and the trench

    portion of the road shall berestored as per IRC standard.

    The trench portion shall be

    excavated upto 20 cm depth

    and to be filled with PCC 1

    62784.00

    1m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only7220160.00

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by

    the Bidder

    Rs. P Amount (Rs)

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA, PROVIDING

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

    Bidder Name:

    SCHEDULE OF WORKS

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    52

    Earth work excavating and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Hard Stiff Clay Hard

    Read Earth under water,lightblack cotton soil,sandy loam

    and ordinary soil de-watering

    wherever necessary and as

    directed by the Engi

    12556.80

    1m3

    ( One Cubicmeter)

    92.00 Rupees Ninety Two Only 1155225.60

    53

    Road restoration for sewer

    system - The trenches are

    backfilled after laying sewers

    and the trench portion of the

    road shall be restored as per

    IRC standard. The trenchportion shall be excavated upto

    30 cm depth and to be filled

    with filling sand up to

    10278.80

    1m2

    ( One Squre

    meter)

    115.00Rupees One Hundred

    Fifteen Only1182062.00

    54

    Earth work excavating and

    depositing on bank with initial

    lead of 10m and initial lift of 2

    mts in Hard Stiff Clay Hard

    Read Earth under water,light

    black cotton soil,sandy loam

    and ordinary soil de-watering

    wherever necessary and as

    directed by the Engi

    3083.64

    1m3

    ( One Cubic

    meter)

    92.00 Rupees Ninety Two Only 283694.88

    R d t ti f P i

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    55

    Road restoration for Pumping

    mains from Pumping stations of

    Surampatti with CC - The

    trenches are backfilled after

    laying sewers and the trenchportion of the road shall be

    restored as per IRC standard.

    The trench portion shall be

    excavated upto 20 cm de

    1470.00

    1m2

    ( One Squremeter)

    115.00Rupees One Hundred

    Fifteen Only 169050.00

    Total in Figures 10010192.48

    Total in Words Rupees One Crore Ten Thousand One Hundred Ninety Two And Forty Eight Paise Only

  • 7/27/2019 BOQ Erode

    66/640

    Figures Words

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by

    the Bidder

    Rs. P

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA,

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

    Bidder Name:

    SCHEDULE OF WORKS

    Schedule no C1 Name of

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    56

    Schedule no C1 Name of

    Work: Construction of

    Pumping Station PS2 at

    Erode Open well excavation

    complying with relevant clauseof T.N.S.S. and with a lead of

    10mts in Hard stiff clay, stiff

    Black cotton soil, hard red

    earth, shales, murram, gravel,

    stoney earth and earth mixed

    with small size boulders and

    hard gravely soil ,de-watering

    wherever necessary and as

    directed by the Engineer-in

    charge. The rate shall includebarricading, putting up road

    diversion boards and providing

    red light signal during night and

    all labour charges etc. complete

    as per standard specification and

    as directed by the Engineer in

    charge.

    56.1 0m - 2 m Depth 1235.191m3 (One

    Cubic meter)92.00 Rupees Ninety Two Only

    56.2 2m - 4 m Depth 299.591m3 (One

    Cubic meter) 104.00Rupees One Hundred

    Four Only

    56.3 4m - 6 m Depth 199.191m3 (One

    Cubic meter)115.00

  • 7/27/2019 BOQ Erode

    68/640

    57

    Open well excavation complying

    with relevant clause of T.N.D.S.S.

    and with a lead of 10mts in soft

    disintegrated rock, laterite, softrock or kankar not requiring

    blasting de-watering wherever

    necessary and the rate including all

    labour charges etc. complete as per

    standard specification and as

    directed by the Engineer in charge

    57.1 0m - 2 m Depth 199.191m3 (One

    Cubic meter)173.00

    Rupees One Hundred

    Seventy Three Only

    58

    Open well excavation complying

    with relevant clause of T.N.D.S.S.

    and with a lead of 10mts in soft

    disintegrated rock,laterite,soft rock

    or kankar not requiring blasting de-

    watering wherever necessary and

    the rate including all labour

    charges etc. complete as per

    standard specification and as

    directed by the Engineer in charge

    58.1 2m - 4 m Depth 279.761m3 (One

    Cubic meter)207.00

    Rupees Two Hundred

    Seven Only

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    59

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in

    medium dense rock requiringblasting, de-watering wherever

    necessary and the rate including all

    labour charges etc.complete as per

    standard specification and as

    directed by the Engineer in charge

    59.1 2m - 4 m Depth 535.901m3 (One

    Cubic meter)414.00

    Rupees Four Hundred

    Fourteen Only

    59.2 4m - 6 m Depth 68.131m3 (One

    Cubic meter)518.00

    Rupees Five Hundred

    Eighteen Only

    59.3 6m - 8 m Depth 15.181m3 (One

    Cubic meter)647.00

    Rupees Six Hundred

    Forty Seven Only

    60

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in

    medium dense rock requiring

    blasting, de-watering wherever

    necessary and the rate including all

    labour charges etc. complete as per

    standard specification and asdirected by the Engineer in charge

    60.1 2m - 4 m Depth 184.391m3 (One

    Cubic meter)414.00

    Rupees Four Hundred

    Fourteen Only

    60.2 4m - 6 m Depth 798.171m3 (One

    Cubic meter)518.00

    Rupees Five Hundred

    Eighteen Only

    60.3 6m - 8 m Depth 102.181m3 (One

    Cubic meter)647.00

    Rupees Six Hundred

    Forty Seven Only

  • 7/27/2019 BOQ Erode

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    61

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    granite measured in solidincluding blasting and stacking,

    de-watering wherever necessary

    and the rate including all labour

    charges etc. complete as per

    standard specification and as

    directed by the Engineer in charge

    61.1 4m - 6 m Depth 152.881m3 (One

    Cubic meter)633.00

    Rupees Six Hundred

    Thirty Three Only

    62

    Open well excavation complyingwith relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    granite measured in solid

    including blasting and stacking, de-

    watering wherever necessary and

    the rate including all labour

    charges etc. complete as per

    standard specification and as

    directed by the Engineer in charge

    62.1 6m - 8 m Depth 746.541m3 (One

    Cubic meter)791.00

    Rupees Seven Hundred

    Ninety One Only

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    63

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    granite measured in solidincluding blasting and stacking,

    de-watering wherever necessary

    including all labour charges etc.

    complete as per standard

    specification and as directed by the

    Engineer in charge

    63.1 8m -10 m Depth 698.991m3 (One

    Cubic meter)988.00

    Rupees Nine Hundred

    Eighty Eight Only

    64

    Supply of river sand and filling,spreading, levelling etc complete

    in layers of 100mm thick including

    cost and conveyance of sand

    including all labour charges etc.

    complete as per standard

    specification and as directed by the

    Engineer in charge

    11.031m3 (One

    Cubic meter)690.00

    Rupees Six Hundred

    Ninety Only

  • 7/27/2019 BOQ Erode

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    65

    Providing PCC M10 grade1:4:8

    SRC, using 40 mm ISS hard

    broken blue granite aggregate

    including cost and conveyance ofall materials to site and handling

    charges, levelling, compacting,

    curing including all labour charges

    etc. complete as per standard

    specification for foundation

    including cost of shuttering.

    65.1 0 - 1.5 m Below GL 3.671m3 (One

    Cubic meter)3067.00

    Rupees Three Thousand

    Sixty Seven Only

    65.2 1.5- 4.5 m below GL 18.191m3 (One

    Cubic meter)3680.00

    Rupees Three Thousand

    Six Hundred Eighty Only

    65.3 4.5-9.0 m below GL 71.641m3 (One

    Cubic meter)3987.00

    Rupees Three Thousand

    Nine Hundred Eighty

    Seven Only

    66

    Providing PCC M15grade, using

    20 mm ISS hard broken blue

    granite aggregate including cost

    and conveyance of all materials to

    site and handling charges,

    levelling, compacting, curing

    including all labour charges etc.

    complete as per standard

    specifications for Ogee fall

    including cost of shuttering.

    19.491m3 (One

    Cubic meter)3761.00

    Rupees Three Thousand

    Seven Hundred Sixty One

    Only

    Providing PCC M15grade using

  • 7/27/2019 BOQ Erode

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    67

    Providing PCC M15grade, using

    20 mm ISS hard broken blue

    granite aggregate including cost

    and conveyance of all materials to

    site and handling

    charges,levelling, compacting,

    curing including all labour charges

    etc. complete as per standard

    specifications for Grit Chamber

    corner line

    28.981m3 (One

    Cubic meter)3761.00

    Rupees Three ThousandSeven Hundred Sixty One

    Only

    68

    Providing Centering Props with

    cross bracing to the required

    height and shuttering (steel/ wood)

    as directed by the Engineer incharge, for the following works (IS

    456:2000). Tie rods shall be

    provided to hold the shuttering in

    position wherever required as

    directed by the Engineer in charge

    including all labour charges etc.

    complete as per standard

    specifications

    68.1 0m - 3.3m above GL

    68.2 Side Wall 580.79

    1m2

    ( One Squre

    meter)

    138.00Rupees One Hundred

    Thirty Eight Only

    68.3 Column 35.20

    1m2

    ( One Squre

    meter)

    122.00Rupees One Hundred

    Twenty Two Only

    1m2R pees T o H ndred

  • 7/27/2019 BOQ Erode

    74/640

    68.4 3.3-4.3 above G.L 11.04 ( One Squre

    meter)

    244.00Rupees Two Hundred

    Forty Four Only

    68.5 4.3-5.3m above GL

    68.6 Column 6.16

    1m2

    ( One Squre

    meter)

    122.00Rupees One Hundred

    Twenty Two Only

    68.7 0-3.3 m below GL

    68.8 Side walls 1748.40

    1m2

    ( One Squre

    meter)

    122.00Rupees One Hundred

    Twenty Two Only

    68.9 Column 4.40

    1m2

    ( One Squre

    meter)

    122.00Rupees One Hundred

    Twenty Two Only

    68.10 3.3-4.3 m below GL

    68.11 Side walls 379.00

    1m2

    ( One Squre

    meter)

    276.00Rupees Two Hundred

    Seventy Six Only

    68.12 4.3-5.3 m below GL

    68.13 Side wall 329.41

    1m2

    ( One Squre

    meter)

    276.00Rupees Two Hundred

    Seventy Six Only

    68.14 5.3-6.3 m below GL

    68.15 Side wall 272.78

    1m2

    ( One Squre

    meter)

    276.00 Rupees Two HundredSeventy Six Only

    68.16 6.3-7.3 m below GL

    68.17 Side Wall 222.18

    1m2

    ( One Squre

    meter)

    276.00Rupees Two Hundred

    Seventy Six Only

    68.18 7.3-8.3 m below GL

    1m2Rupees Three Hundred

  • 7/27/2019 BOQ Erode

    75/640

    68.19 Side Wall 205.50 ( One Squre

    meter)

    345.00Rupees Three Hundred

    Forty Five Only

    68.20 8.3-9.3 m below GL

    68.21 Side Wall 25.85

    1m2

    ( One Squre

    meter)

    345.00Rupees Three Hundred

    Forty Five Only

    69

    Providing RCC M30 grade using

    20 mm& 10mm ISS hard broken

    blue granite aggregate including

    cost of material and conveyance of

    all materials to site, including

    labour charges and other incidental

    charges, laying concrete andcuring etc., complete as per

    standard specifications excluding

    the cost of reinforcements.

    69.1 Base slab

    69.2 0 - 1.5 m Below GL 6.531m3 (One

    Cubic meter)4800.00

    Rupees Four Thousand

    Eight Hundred Only

    69.3 1.5- 4.5 m below GL 79.081m3 (One

    Cubic meter)5760.00

    Rupees Five Thousand

    Seven Hundred Sixty

    Only

    69.4 4.5-9.0 m below GL 490.601m3 (One

    Cubic meter)6240.00

    Rupees Six Thousand

    Two Hundred Forty Only

    69.5 Side walls ( 0-1m )

    69.6 0-4.5 m above GL 182.651m3 (One

    Cubic meter)5760.00

    Rupees Five Thousand

    Seven Hundred Sixty

    Only

    1m3 (One Rupees Six Thousand

  • 7/27/2019 BOQ Erode

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    69.7 4.5-9m above GL 27.341m3 (One

    Cubic meter)6240.00

    Rupees Six Thousand

    Two Hundred Forty Only

    69.8 0 - 1.5 m Below GL 245.041m3 (One

    Cubic meter)4800.00

    Rupees Four Thousand

    Eight Hundred Only

    69.9 1.5- 4.5 m below GL 352.051m3 (One

    Cubic meter)5760.00

    Rupees Five Thousand

    Seven Hundred Sixty

    Only

    69.10 4.5-9.0 m below GL 379.561m3 (One

    Cubic meter)

    6240.00Rupees Six Thousand

    Two Hundred Forty Only

    70

    Supplying, fabricating and placing

    in position steel reinforcement and

    chairs including provision of cover

    blocks and wooden wall ways at

    intervals. The rate shall include

    cost of binding wire, labour,

    transportation, cutting, bending,

    cranking,welding etc, complete as

    per standard specifications and asper directed by Engineer in charge.

    261460.001 Kg (One

    Kilogram)48.00 Rupees Forty Eight Only

    71

    loading & unloading, conveyance

    within a distance of 2 Km and3355.80

    1m3 (One

    Cubic meter)58.00 Rupees Fifty Eight Only

    2

    excavated earth available in layers183

    1m3 (One17 00 S O l

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    72excavated earth available in layers

    of 150 mm thick, watering,1837.75

    1m3 (One

    Cubic meter)17.00 Rupees Seventeen Only

    73

    encapsulated with PVC includingall material charges and labour

    355.00 1 No (OneNumber)

    115.00 Rupees One HundredFifteen Only

    74

    over one coat of primer coat

    including necessary scaffolding etc114.70

    1m2

    ( One Squre

    meter)

    58.00 Rupees Fifty Eight Only

    75

    including material charges and all

    labour charges etc. complete as per12.00

    1 No (One

    Number)2875.00

    Rupees Two Thousand

    Eight Hundred Seventy

    Five Only

    76

    as per IS:13349-1992 with

    Thimble mounted rising

    20.001 No (One

    Number)

    61130.00

    Rupees Sixty One

    Thousand One Hundred

    Thirty Only

    77

    Manhole cover and frame (600

    mm dia) including all material3.00

    1 No (One

    Number)1725.00

    Rupees One Thousand

    Seven Hundred Twenty

    Five Only

    78

    . .

    frame of size 60 x 60 cm including

    necessary masonry work and9.00

    1 No (One

    Number)5750.00

    Rupees Five Thousand

    Seven Hundred Fifty

    Only

    79

    bricks in cement mortar 1:5 for 23

    cm thick wall including curing

    79.1 0-4.5m Above GL 34.751m3 (One

    Cubic meter)5291.00

    Rupees Five ThousandTwo Hundred Ninety One

    Only

    79.2 4.5-9.0m Above GL 6.651m3 (One

    Cubic meter)5751.00

    Rupees Five Thousand

    Seven Hundred Fifty One

    Only

    80

    20 mm HBG aggregate including

  • 7/27/2019 BOQ Erode

    78/640

    80gg g g

    cost of material and conveyance of

    80.1 0-4.5m above GL 27.25 1m3 (OneCubic meter)

    4604.00 Rupees Four ThousandSix Hundred Four Only

    81

    ,

    thick for inside & outside of wall

    including cost and conveyance of346.97

    1m2

    ( One Squre

    meter)

    117.00Rupees One Hundred

    Seventeen Only

    82

    mm thick in CC 1:2:4 mix using

    10mm to 12mm sizes HBG metal48.00

    1m2

    ( One Squre

    meter)

    94.00 Rupees Ninety Four Only

    83

    for reinforced cement concrete

    works using steel shuttering and

    83.1 Sunshade (3.3 - 4.3m) 4.32

    1m2

    ( One Squre

    meter)

    92.00 Rupees Ninety Two Only

    83.2 Roof Slab 4.3-5.3 m Height 150.141m2 ( One

    Squre meter)115.00

    Rupees One Hundred

    Fifteen Only

    84

    in position MS rounds or RTS

    rods for RCC works including cost2730.00

    1m2

    ( One Squre

    meter)

    4715.00

    Rupees Four Thousand

    Seven Hundred Fifteen

    Only

    85

    fixing in position Anodised Alu.

    Natural colour mat finish with11.52

    1m2( One Squre

    meter)

    4025.00Rupees Four Thousand

    Twenty Five Only

    86

    door with frame (1 x 2.50m)

    including all labour charges etc.5.04

    1m2 (One

    Squre meter)2875.00

    Rupees Two Thousand

    Eight Hundred Seventy

    Five Only

    87

    windows including priming coat288 00

    1 Kg (One75 00

    Rupees Seventy Five

  • 7/27/2019 BOQ Erode

    79/640

    87including all labour charges etc.

    288.00Kilogram)

    75.00Only

    88

    lime concrete including allmaterail charges labour charges 6.51 1m3 (OneCubic meter) 1380.00

    Rupees One Thousand

    Three Hundred EightyOnly

    89

    of flat tiles of 20cmx20cmx2cm

    using CM 1:3 mixed with crude oil67.86

    1m2 (One

    Squre meter)575.00

    Rupees Five Hundred

    Seventy Five Only

    90

    cement paint over one primer coat

    including necessary scaffolding394.97

    1m2 (One

    Squre meter)35.00 Rupees Thirty Five Only

    91

    PVC 4 KSc pipes for rain water

    down pipe with necessary clamps,8.70

    1 m (One

    meter)173.00

    Rupees One Hundred

    Seventy Three Only

    92

    .

    windows and gates in postion

    incluidng cost of T.W plugs all5.76

    1m2 (One

    Squre meter)2875.00

    Rupees Two Thousand

    Eight Hundred Seventy

    Five Only

    Total in Figures 41653647.91

    Total in Words Rupees Four Crores Sixteen Lakh Fifty Three Thousand Six Hundr

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    80/640

    Amount (Rs)

    PROVIDING

  • 7/27/2019 BOQ Erode

    81/640

    113637.48

    31157.36

    22906.85

  • 7/27/2019 BOQ Erode

    82/640

    34459.87

    57910.32

  • 7/27/2019 BOQ Erode

    83/640

    221862.60

    35291.34

    9821.46

    76337.46

    413452.06

    66110.46

  • 7/27/2019 BOQ Erode

    84/640

    96773.04

    590513.14

  • 7/27/2019 BOQ Erode

    85/640

    690602.12

    7610.70

  • 7/27/2019 BOQ Erode

    86/640

    11255.89

    66939.20

    285628.68

    73301.89

  • 7/27/2019 BOQ Erode

    87/640

    108993.78

    80149.02

    4294.40

    2693.76

  • 7/27/2019 BOQ Erode

    88/640

    751.52

    213304.80

    536.80

    104604.00

    90917.16

    75287.28

    61321.68

    70897.50

  • 7/27/2019 BOQ Erode

    89/640

    8918.25

    31344.00

    455500.80

    3061344.00

    1052064.00

    170601.60

  • 7/27/2019 BOQ Erode

    90/640

    1176192.00

    2027808.00

    2368454.40

    12550080.00

    194636.40

    31241.75

  • 7/27/2019 BOQ Erode

    91/640

    40825.00

    6652.31

    34500.00

    1222600.00

    5175.00

    51750.00

    183862.25

    38244.15

  • 7/27/2019 BOQ Erode

    92/640

    125459.00

    40595.49

    4512.00

    397.44

    17266.10

    12871950.00

    46368.00

    14490.00

    21600.00

  • 7/27/2019 BOQ Erode

    93/640

    8983.80

    39019.50

    13823.95

    1505.10

    16560.00

    ed Forty Seven And Ninety One Paise Only

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA,

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN

  • 7/27/2019 BOQ Erode

    94/640

    Figures Words

    93

    Schedule No: C2:Name of

    Work:Construction of Pumping

    Station PS8 at

    VeerappanChathiram

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    stiff clay,stiff Black cotton soil,

    hard red earth, shales, murram,

    gravel, stoney earth and earth

    mixed with small size boulders

    and hard gravely soil ,de-wa

    93.1 0m-2 m Depth 99.121m

    3(One

    Cubic meter)92.00 Rupees Ninety Two Only

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by

    the Bidder

    Rs. P

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

    Bidder Name:

    SCHEDULE OF WORKS

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in soft

    di i t t d k k k t

  • 7/27/2019 BOQ Erode

    95/640

    94disintegrated rock or kankar not

    requiring blasting first depth of 2m (0-2m) including all labour

    charges etc. complete as per

    standard specification

    94.1 0-2 m Depth 92.071m

    3(One

    Cubic meter)173.00

    Rupees One Hundred

    Seventy Three Only

    95

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in

    medium dense rock requiring

    blasting, de-watering wherevernecessary including all labour

    charges etc. complete as per

    standard specification and as

    directed by t

    95.1 2-4 m Depth 136.851m

    3(One

    Cubic meter)414.00

    Rupees Four Hundred

    Fourteen Only

    96

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in

    medium dense rock requiring

    blasting, de-watering wherever

    necessary including all labour

    charges etc. complete as per

    standard specification and as

    directed by

    96.1 4-6 m Depth 63.511m

    3(One

    Cubic meter)518.00

    Rupees Five Hundred

    Eighteen Only

    Open well excavation complying

  • 7/27/2019 BOQ Erode

    96/640

    97

    Open well excavation complying

    with relevant clause of T.N.S.S.and with a lead of 10mts in Hard

    granite measured in solid

    including blasting and stacking,

    de-watering wherever necessary

    including all labour charges etc.

    complete as per standard specifi

    97.1 4-6m Depth 44.681m

    3(One

    Cubic meter)633.00

    Rupees Six Hundred

    Thirty Three Only

    98

    Open well excavation complyingwith relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    granite measured in solid

    including blasting and stacking,

    de-watering wherever necessary

    including all labour charges etc.

    complete as per standard specifi

    98.1 6-8m Depth 55.721m

    3(One

    Cubic meter)791.00

    Rupees Seven Hundred

    Ninety One Only

    99

    Supply of river sand and filling,

    spreading, levelling etc complete

    in layers of 100mm thick including

    cost and conveyance of sand

    including all labour charges etc.

    complete as per standard

    specification

    2.711m

    3(One

    Cubic meter)690.00

    Rupees Six Hundred

    Ninety Only

    Providing PCC M10 grade, using

    40 mm ISS hard broken blue

    granite aggregate including cost

    and conveyance of all materials to

  • 7/27/2019 BOQ Erode

    97/640

    100

    and conveyance of all materials to

    site and handlingcharges,levelling, compacting,

    curing etc. complete as per

    standard specifications for

    foundation including c

    100.1 0 - 1.5 m Below GL 0.931m

    3(One

    Cubic meter)3067.00

    Rupees Three Thousand

    Sixty Seven Only

    100.2 1.5- 4.5 m below GL 2.711m

    3(One

    Cubic meter)3680.00

    Rupees Three Thousand

    Six Hundred Eighty Only

    100.3 4.5-9.0 m below GL 6.841m

    3(One

    Cubic meter)3987.00

    Rupees Three Thousand

    Nine Hundred Eighty

    Seven Only

    101

    Providing PCC M15grade, using

    20 mm ISS hard broken blue

    granite aggregate including cost

    and conveyance of all materials to

    site and handling charges,

    levelling, compacting, curingetc.complete as per standard

    specifications for Ogee fall

    including cos

    3.381m

    3(One

    Cubic meter)3761.00

    Rupees Three Thousand

    Seven Hundred Sixty One

    Only

    102

    Providing PCC M15grade, using

    20 mm ISS hard broken blue

    granite aggregate including cost

    and conveyance of all materials to6 69

    1m3(One

    3761 00

    Rupees Three Thousand

    S d d Si O

  • 7/27/2019 BOQ Erode

    98/640

    102and conveyance of all materials to

    site and handlingcharges,levelling, compacting,

    curing etc. complete as per

    standard specifications

    6.691m (One

    Cubic meter)

    3761.00 Seven Hundred Sixty One

    Only

    103

    Providing steel sheet centering to

    the required height and shuttering

    (steel/ wood) as directed by the

    Engineer in charge, for the

    following works (IS 456:2000).

    Tie rods shall be provided to hold

    the shuttering in position whereverrequired including al

    103.1 0-3.30m above GL

    103.2 Side wall 113.011m

    2(One

    Squre meter)138.00

    Rupees One Hundred

    Thirty Eight Only

    103.3 Column 10.561m

    2(One

    Squre meter)122.00

    Rupees One Hundred

    Twenty Two Only

    103.4 3.30m-4.30 above GL

    103.5 Column 5.441m

    2(One

    Squre meter) 244.00

    Rupees Two Hundred

    Forty Four Only

    103.6 0-3.30m below GL

    103.7 Side wall 354.971m

    2(One

    Squre meter)138.00

    Rupees One Hundred

    Thirty Eight Only

    103.8 Column 1.601m

    2(One

    Squre meter)244.00

    Rupees Two Hundred

    Forty Four Only

    103.9 3.3-4.3 m below GL

    103.10 Side wall 83.781m

    2(One

    Squre meter)276.00

    Rupees Two Hundred

    Seventy Six Only

    103.11 4.3-5.3 m below GL

    1m2

    (One Rupees Two Hundred

  • 7/27/2019 BOQ Erode

    99/640

    103.12 Side wall 42.38

    1m (One

    Squre meter)276.00

    Rupees Two Hundred

    Seventy Six Only

    103.13 5.3-6.3 m below GL

    103.14 Side wall 33.491m

    2(One

    Squre meter)276.00

    Rupees Two Hundred

    Seventy Six Only

    103.15 6.3-7.3 m below GL

    103.16 Side wall 14.301m

    2(One

    Squre meter)276.00

    Rupees Two Hundred

    Seventy Six Only

    104

    Providing RCC M30 grade using

    20 mm& 10mm ISS hard broken

    blue granite aggregate including

    cost of material and conveyance of

    all materials to site, including

    labour charges and other incidental

    charges, laying concrete and

    curing etc.,excluding the cos

    104.1 Upto 4.5m above GL 23.961m

    3(One

    Cubic meter)5760.00

    Rupees Five Thousand

    Seven Hundred Sixty

    Only

    104.2 4.5m to 9.00m above GL 0.16 1m3 (One

    Cubic meter)6240.00 Rupees Six Thousand

    Two Hundred Forty Only

    104.3 Column 0.161m

    3(One

    Cubic meter)4800.00

    Rupees Four Thousand

    Eight Hundred Only

    104.4 0 - 1.5 m Below GL 36.991m

    3(One

    Cubic meter)4800.00

    Rupees Four Thousand

    Eight Hundred Only

    104.5 1.5m to 4.50 below GL 68.601m

    3(One

    Cubic meter)5760.00

    Rupees Five Thousand

    Seven Hundred Sixty

    Only

    13(O Rupees Six Thousand

  • 7/27/2019 BOQ Erode

    100/640

    104.6 4.5-9.0 m below GL 39.34

    1m3(One

    Cubic meter) 6240.00

    Rupees Six Thousand

    Two Hundred Forty Only

    105

    Supplying, fabricating and placing

    in position steel reinforcement and

    chairs including provision of cover

    blocks and wooden wall ways at

    intervals. The rate shall include

    cost of binding wire, labour,

    transportation, cutting, bending,

    cranking,welding

    27050.001 Kg

    (One

    Kilogram)48.00 Rupees Forty Eight Only

    106

    Disposal of surplus earth including

    loading & unloading, conveyance

    within a distance of 2 Km and

    spreading including all labour

    charges etc. complete as per

    standard specification as directed

    by the Engineer in charge.

    360.861m

    3(One

    Cubic meter)58.00 Rupees Fifty Eight Only

    107

    Refilling the trenches with suitable

    excavated earth available in layers

    of 150 mm thick, watering,

    ramming & consolidation

    including all labour charges etc.

    complete as per standard

    specification and as directed by the

    Departmental Engineer.

    131.091m

    3(One

    Cubic meter)17.00 Rupees Seventeen Only

    108

    Supply and fixing of CI steps

    encapsulated with PVC including

    all labour charges etc. complete as

    per standard specification

    130.001 No (One

    Number)115.00

    Rupees One Hundred

    Fifteen Only

  • 7/27/2019 BOQ Erode

    101/640

    per standard specification

    109

    Painting two coats of cement paint

    over one coat of primer coat

    including necessary scaffolding etc

    for outside including all labour

    charges etc. complete as per

    standard specification

    47.741m

    2(One

    Squre meter)69.00 Rupees Sixty Nine Only

    110

    Providing and fixing MS Ladder

    including material charges and all

    labour charges etc. complete as perstandard specifications

    3.001 No (One

    Number)

    2875.00

    Rupees Two Thousand

    Eight Hundred Seventy

    Five Only

    111

    Providing Sluice Gate as per

    IS:13349-1992 with Thimble

    mounted rising spindle.(600x600)

    including all material charges and

    labour charges etc. complete as per

    standard specifications

    5.001 No (One

    Number)17388.00

    Rupees Seventeen

    Thousand Three Hundred

    Eighty Eight Only

    112

    FRC Manhole cover and frame of

    size 600mm dia including allmaterial charges and labour

    charges etc. complete as per

    standard specifications

    1.00 1 No (OneNumber)

    5750.00 Rupees Five ThousandSeven Hundred Fifty

    Only

    113

    Providing and fixing L.S.cover and

    frame of size 60 x 60 cm including

    necessary masonry work and

    plastering, etc., complete and all3.00

    1 No (One

    Number)5750.00

    Rupees Five Thousand

    Seven Hundred Fifty

    Only

  • 7/27/2019 BOQ Erode

    102/640

    labour charges etc. complete as perstandard specifications

    Only

    Total in Figures 2798689.34

    Total in Words Rupees Twenty Seven Lakh Ninety Eight Thousand Six Hundr

    PROVIDING

  • 7/27/2019 BOQ Erode

    103/640

    9119.04

    Amount (Rs)

  • 7/27/2019 BOQ Erode

    104/640

    15928.11

    56655.90

    32898.18

  • 7/27/2019 BOQ Erode

    105/640

    28282.44

    44074.52

    1869.90

  • 7/27/2019 BOQ Erode

    106/640

    2852.31

    9972.80

    27271.08

    12693.38

    25161.09

  • 7/27/2019 BOQ Erode

    107/640

    15595.38

    1288.32

    1327.36

    48985.86

    390.40

    23123.28

    11696.88

  • 7/27/2019 BOQ Erode

    108/640

    9243.24

    3946.80

    138009.60

    998.40

    768.00

    177552.00

    395136.00

    245481.60

  • 7/27/2019 BOQ Erode

    109/640

    1298400.00

    20929.88

    2228.53

    14950.00

  • 7/27/2019 BOQ Erode

    110/640

    3294.06

    8625.00

    86940.00

    5750.00

    17250.00

  • 7/27/2019 BOQ Erode

    111/640

    ed Eighty Nine And Thirty Four Paise Only

    Tender Inviting Authority: COMMISSIONER ERODE CITY MUNICIPAL CORPORATION

    Name of Work: PROVIDING UGSS TO ERODE ZONE-2,3,4 AND 5 AND VEERAPPANCHATHIRAM ZONE-8 AREA, PROVIDING

    SEWAGE COLLECTION PUMPING STATIONS AND PUMPING MAIN.

    Contract No: UGSS/7587/2010 dated: 10.12.2010

  • 7/27/2019 BOQ Erode

    112/640

    Figures Words

    114

    Schedule No: D,Name of Work:

    Construction of Lift Station at

    Erode.

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    stiff clay,stiff Black cotton soil,

    hard red earth, shales, murram,

    gravel, stoney earth and earth

    mixed with small size boulders

    and hard gravely soil ,de-wa

    114.1 0 to 2 m depth 139.961m

    3(One

    Cubic meter)92.00 Rupees Ninety Two Only 12876.32

    Sl No. Description of Work Quantity Units

    RATE In Figures To be entered by

    the Bidder

    Rs. P Amount (Rs)

    Bidder Name:

    SCHEDULE OF WORKS

    115

    Open well excavation complying

    with relevant clause of T.N.D.S.S.

    and with a lead of 10mts in soft

    disintegrated rock,laterite,soft rock

    or kankar not requiring blasting de

  • 7/27/2019 BOQ Erode

    113/640

    or kankar not requiring blasting dewatering wherever necessary

    including all labour charges etc.

    complete as per stan

    115.1 0 to 2 m depth 66.021m

    3(One

    Cubic meter)173.00

    Rupees One Hundred

    Seventy Three Only11421.46

    115.2 2 to 4 m depth 52.821m

    3(One

    Cubic meter)207.00

    Rupees Two Hundred

    Seven Only10933.74

    115.3 4 to 6 m depth 52.821m

    3(One

    Cubic meter)

    230.00Rupees Two Hundred

    Thirty Only

    12148.60

    116

    Open well excavation complying

    with relevant clause of T.N.S.S.

    and with a lead of 10mts in Hard

    granite measured in solid

    including blasting and stacking de

    watering wherever necessary

    including all labour charges etc.

    complete as per standard specifica

    116.1 0 to 2 m depth 5.28 1m3 (One

    Cubic meter)403.00 Rupees Four Hundred

    Three Only2127.84

    116.2 2 to 4 m depth 121.471m

    3(One

    Cubic meter)518.00

    Rupees Five Hundred

    Eighteen Only62921.46

    116.3 4 to 6 m depth 71.301m

    3(One

    Cubic meter)633.00

    Rupees Six Hundred

    Thirty Three Only45132.90

    116.4 6 to 8 m depth 50.701m

    3(One

    Cubic meter)791.00

    Rupees Seven Hundred

    Ninety One Only40103.70

    Open well excavation complying

    with relevant clause of T.