Construction of Boys Hostel (G+2), Girls Hostel (G+2), Staff Quarters (G+2), Mess Building (G+1), Class-iv Quarters (G.F), Infrastructure etc. for Upgradation of EMRS School Campus at Malegaon, Dist.- Dang (Including Electrification & Fire Fighting system) (GSTES Priority - 2024-25) (Deposit work) (First Attempt)

Name of Work :- Construction of Boys Hostel (G+2), Girls Hostel (G+2), Staff Quarters (G+2), Mess Building (G+1), Class-iv Quarters (G.F),

Infrastructure etc. for Upgradation of EMRS School Campus at Malegaon, Dist.- Dang (Including Electrification & Fire Fighting system) (GSTES Priority

- 2024-25) (Deposit work)

Statement showing the approximate quantities for the items of the above work to be carried out and approximate cost put to tender for Rs.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

1 Excavation for foundation in Hard Murrum upto 1.5 mt depth 7306.06 Cumt 272.60 Rupees Two Hundred Seventy Two

including sorting out and stacking of useful materials and And Paise Sixty Only

disposing of the excavated stuff upto any Lead and Lift.

2 Excavation for foundation in Hard Murrum from 1.5 mt.to 3.0 1721.00 Cumt 291.14 Rupees Two Hundred Ninety One

mt. depth including sorting out and stacking of useful And Paise Fourteen Only

materials and disposing of the excavated stuff upto any Lead

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

3 Providing and laying in position Ready Mixed M-150 grade 353.84 Cumt 4151.29 Rupees Four Thousand One Hundred

concrete for reinforced cement conctere work, using cement Fifty One And Paise Twenty Nine Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering, shuttering. Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer -in-charge. Without Fly Ash But Excluding Cost Of

Reinforcement (Min cement level as per latest IS 456 shall be

maintained) in Foundation & Plinth.

4 Providing and laying in position Ready Mixed M-250 grade 1343.00 Cumt 5364.40 Rupees Five Thousand Three

concrete for reinforced cement conctere work, using cement Hundred Sixty Four And Paise Forty

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering, shuttering. Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer -in-charge. Without Fly Ash But Excluding Cost Of

Reinforcement (Min cement level as per latest IS 456 shall be

maintained) in Foundation FOOTING and Mass Concrete..

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

5 Providing & laying Cement Concrete 1:4:8 ( 1 cement : 4 998.80 Cumt 2753.58 Rupees Two Thousand Seven

coarse sand : 8 graded stone aggrigates of 40 mm nominal Hundred Fifty Three And Paise Fifty

size) curing complete including cost of formwork in Eight Only

Foundation and plinth.

6 Providing and laying in position Ready Mixed M-250 grade 464.00 Cumt 7727.05 Rupees Seven Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Twenty Seven And Paise

content as per approved Design Mix manufactured in fully Five Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) for PLINTH BEAM for any cross sectional

7 Applying general insecticide pest control treatment to floors, 3900.00 Sqmt 53.50 Rupees Fifty Three And Paise Fifty

cupboards etc including labour materials etc. complete. Using Only

Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical

diluted with 5 liters of water application 0.5 litre chemical /Sqm

of surface is recommended as per I.S.

8 FILLING in plinth with SAND under floors including watering, 407.00 Cumt 484.44 Rupees Four Hundred Eighty Four

raming consolidating and dressing etc. complete. And Paise Forty Four Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

9 Providing and laying in position Ready Mixed M-200 grade 611.00 Cumt 4994.63 Rupees Four Thousand Nine Hundred

concrete for reinforced cement conctere work, using cement Ninety Four And Paise Sixty Three

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering, shuttering. Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer -in-charge. Without Fly Ash But Excluding Cost Of

Reinforcement (Min cement level as per latest IS 456 shall be

maintained) in Grade Slab.

10 Providing and laying in position Ready Mixed M-250 grade 187.00 Cumt 9731.00 Rupees Nine Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Thirty One Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in COLUMN UP TO PLINTH for any cross

sectional area of column.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

11 Filling available excavated earth (excluding rock ) in trenches, 7892.40 Cumt 136.11 Rupees One Hundred Thirty Six And

plinth sides of foundation etc. in layers not exceeding 20 cms. Paise Eleven Only

in depth consolidation each deposited layer by ramming and

12 Filling in Foundation and Plinth with selected soil or murrum in 12306.00 Cumt 301.58 Rupees Three Hundred One And

layers of 20cms. thickness including watering, ramming, Paise Fifty Eight Only

consolidating and dressing etc.complete

13 Providing and laying in position Ready Mixed M-250 grade 169.00 Cumt 11225.97 Rupees Eleven Thousand Two

concrete for reinforced cement conctere work , using cement Hundred Twenty Five And Paise

content as per approved Design Mix manufactured in fully Ninety Seven Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Column having any cross sectional area of

Columns at Ground Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

14 Providing and laying in position Ready Mixed M-250 grade 154.00 Cumt 11267.33 Rupees Eleven Thousand Two

concrete for reinforced cement conctere work , using cement Hundred Sixty Seven And Paise Thirty

content as per approved Design Mix manufactured in fully Three Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Column having any cross sectional area of

Columns at First Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

15 Providing and laying in position Ready Mixed M-250 grade 122.00 Cumt 11308.69 Rupees Eleven Thousand Three

concrete for reinforced cement conctere work , using cement Hundred Eight And Paise Sixty Nine

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Column having any cross sectional area of

Columns at Second Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

16 Providing and laying in position Ready Mixed M-250 grade 20.00 Cumt 11350.05 Rupees Eleven Thousand Three

concrete for reinforced cement conctere work , using cement Hundred Fifty And Paise Five Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Column having any cross sectional area of

Columns at Third Floor.

17 Provinding and Laying cement concrete 1:2:4 (1 cement :2 63.00 Cumt 7665.40 Rupees Seven Thousand Six

coarse sand : 4 stone aggregate of 20mm nominal size) Hundred Sixty Five And Paise Forty

including finising smooth with curing complete including the Only

cost of form work but excluding cost of reinforcement for

R.C.C work in Dummy Column for any cross sectional area of

column for all floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

18 Providing and laying in position Ready Mixed M-250 grade 53.00 Cumt 9267.44 Rupees Nine Thousand Two Hundred

concrete for reinforced cement conctere work using cement Sixty Seven And Paise Forty Four

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintels Ground floor.

19 Providing and laying in position Ready Mixed M-250 grade 52.00 Cumt 9308.80 Rupees Nine Thousand Three

concrete for reinforced cement conctere work using cement Hundred Eight And Paise Eighty Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintel First Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

20 Providing and laying in position Ready Mixed M-250 grade 40.00 Cumt 9350.16 Rupees Nine Thousand Three

concrete for reinforced cement conctere work using cement Hundred Fifty And Paise Sixteen Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying & finishing,

Including providing formwork of Plywood only with fair finish &

Proping must be of steel only so as to give fair finish the cost

of centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintel Second Floor.

21 Providing and laying in position Ready Mixed M-250 grade 3.00 Cumt 9391.52 Rupees Nine Thousand Three

concrete for reinforced cement conctere work using cement Hundred Ninety One And Paise Fifty

content as per approved Design Mix manufactured in fully Two Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintel Third floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

22 Providing and laying in position Ready Mixed M-250 grade 90.00 Cumt 6527.81 Rupees Six Thousand Five Hundred

concrete for reinforced cement conctere work using cement Twenty Seven And Paise Eighty One

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintelbend Ground floor.

23 Providing and laying in position Ready Mixed M-250 grade 58.00 Cumt 6569.17 Rupees Six Thousand Five Hundred

concrete for reinforced cement conctere work using cement Sixty Nine And Paise Seventeen Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintelbend First floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

24 Providing and laying in position Ready Mixed M-250 grade 90.00 Cumt 6610.53 Rupees Six Thousand Six Hundred

concrete for reinforced cement conctere work using cement Ten And Paise Fifty Three Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintelbend Second floor.

25 Providing and laying in position Ready Mixed M-250 grade 11.00 Cumt 6651.89 Rupees Six Thousand Six Hundred

concrete for reinforced cement conctere work using cement Fifty One And Paise Eighty Nine Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in R.C.C. Lintelbend Third floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

26 Providing and laying in position Ready Mixed M-250 grade 289.00 Cumt 9562.94 Rupees Nine Thousand Five Hundred

concrete for reinforced cement conctere work , using cement Sixty Two And Paise Ninety Four Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Beam having any cross section area of

BEAM.at Ground Floor.

27 Providing and laying in position Ready Mixed M-250 grade 266.00 Cumt 9604.30 Rupees Nine Thousand Six Hundred

concrete for reinforced cement conctere work , using cement Four And Paise Thirty Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Beam having any cross section area of

BEAM.at First Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

28 Providing and laying in position Ready Mixed M-250 grade 223.00 Cumt 9645.66 Rupees Nine Thousand Six Hundred

concrete for reinforced cement conctere work , using cement Forty Five And Paise Sixty Six Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Beam having any cross section area of

BEAM.at Second floor.

29 Providing and laying in position Ready Mixed M-250 grade 14.00 Cumt 9687.02 Rupees Nine Thousand Six Hundred

concrete for reinforced cement conctere work , using cement Eighty Seven And Paise Two Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in Beam having any cross section area of

BEAM.at Third floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

30 Providing and laying in position Ready Mixed M-250 grade 11.22 Cumt 9732.09 Rupees Nine Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Thirty Two And Paise Nine

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 10cm upto 13cm

for Ground Floor.

31 Providing and laying in position Ready Mixed M-250 grade 8.00 Cumt 9773.45 Rupees Nine Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Seventy Three And Paise

content as per approved Design Mix manufactured in fully Forty Five Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 10cm upto 13cm

for First Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

32 Providing and laying in position Ready Mixed M-250 grade 6.00 Cumt 9814.81 Rupees Nine Thousand Eight

concrete for reinforced cement conctere work , using cement Hundred Fourteen And Paise Eighty

content as per approved Design Mix manufactured in fully One Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 10cm upto 13cm

for Second Floor.

33 Providing and laying in position Ready Mixed M-250 grade 663.00 Cumt 9159.48 Rupees Nine Thousand One Hundred

concrete for reinforced cement conctere work , using cement Fifty Nine And Paise Forty Eight Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 13cm upto 15cm

for Ground Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

34 Providing and laying in position Ready Mixed M-250 grade 472.00 Cumt 9200.84 Rupees Nine Thousand Two Hundred

concrete for reinforced cement conctere work , using cement And Paise Eighty Four Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 13cm upto 15cm

for First Floor.

35 Providing and laying in position Ready Mixed M-250 grade 402.00 Cumt 9242.20 Rupees Nine Thousand Two Hundred

concrete for reinforced cement conctere work , using cement Forty Two And Paise Twenty Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 13cm upto 15cm

for Second Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

36 Providing and laying in position Ready Mixed M-250 grade 22.00 Cumt 9283.56 Rupees Nine Thousand Two Hundred

concrete for reinforced cement conctere work , using cement Eighty Three And Paise Fifty Six Only

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in SLAB having thickness of 13cm upto 15cm

for Third Floor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

37 Providing and laying in position Ready Mixed M-250 grade 35.00 Cumt 10351.20 Rupees Ten Thousand Three

concrete for reinforced cement conctere work , using cement Hundred Fifty One And Paise Twenty

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) M-250 for reinforced conerete CHHAJJAS any

thickness up to any height including finishing the exposed

surface with cement mortar 1:3 ( 1 cement : 3 fine sand) to

give a smooth surface for ALL FLOOR.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

38 Providing and laying in position Ready Mixed M-250 grade 101.00 Cumt 7527.37 Rupees Seven Thousand Five

concrete for reinforced cement conctere work , using cement Hundred Twenty Seven And Paise

content as per approved Design Mix manufactured in fully Thirty Seven Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in STAIRCASE for All Floors.

39 Providing and laying in position Ready Mixed M-250 grade 2.00 Cumt 15786.89 Rupees Fifteen Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Eighty Six And Paise Eighty

content as per approved Design Mix manufactured in fully Nine Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork of Plywood only with fair finish & Proping

must be of steel only so as to give fair finish the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in FINS for All Floors.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

40 Providing and laying in position Ready Mixed M-250 grade 234.00 Cumt 8741.08 Rupees Eight Thousand Seven

concrete for reinforced cement conctere work , using cement Hundred Forty One And Paise Eight

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork with sheating steel sheets and the cost of

centering shuttering, Providing & Mixing admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash But Excluding Cost

Of Reinforcement (Min cement level as per latest IS 456 shall

be maintained) in WALLS having Any Cross Section Area of

Wall for all floor.

41 Providing TMT Bars Fe -500/500 D Reinforcement for RCC 636218.50 Kg 76.52 Rupees Seventy Six And Paise Fifty

work including cutting, bending, binding and placing in Two Only

position etc.complete for all floors.Steel must be used

Approved Material list of GSPHCL.

42 BRICK WORK using common burnt clay building bricks 523.58 Cumt 4237.60 Rupees Four Thousand Two Hundred

having crushing strength not less than 35 Kg./Sq. cm. In Thirty Seven And Paise Sixty Only

Foundation & Plinth in cement mortar 1 : 6 ( 1 cement :

coarse sand) (Conventional Bricks) for Foundation & Plinth.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

43 Providing and Laying Autoclaved Aerated Sand based cement 842.00 Cumt 5990.42 Rupees Five Thousand Nine Hundred

concrete (AAC) masonry blocks confirming to IS 2185 (Part 3) Ninety And Paise Forty Two Only

having compressive strength not less than 4.0 N/mm2 (heavy

strength) and jointed with block jointing Adhesive mortar

having tensile strength of not less than 0.8 N/mm2 and

ensuring long lasting thermal insulation according to

European norms(EN13501-2) suitable for high performance

of external & internal concrete masonry walls, joint having

thickness in thin layer of 3 mm to 4 mm between masonry

units. Masonry blocks need not to pre-wet the blocks or post

cure the wall with water. For Ground Floor as per GSPHCL

approved make list.

44 Providing and Laying Autoclaved Aerated Sand based cement 848.00 Cumt 6031.78 Rupees Six Thousand Thirty One And

concrete (AAC) masonry blocks confirming to IS 2185 (Part 3) Paise Seventy Eight Only

having compressive strength not less than 4.0 N/mm2 (heavy

strength) and jointed with block jointing Adhesive mortar

having tensile strength of not less than 0.8 N/mm2 and

ensuring long lasting thermal insulation according to

European norms(EN13501-2) suitable for high performance

of external & internal concrete masonry walls, joint having

thickness in thin layer of 3 mm to 4 mm between masonry

units. Masonry blocks need not to pre-wet the blocks or post

cure the wall with water. For First Floor as per GSPHCL

approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

45 Providing and Laying Autoclaved Aerated Sand based cement 797.00 Cumt 6073.14 Rupees Six Thousand Seventy Three

concrete (AAC) masonry blocks confirming to IS 2185 (Part 3) And Paise Fourteen Only

having compressive strength not less than 4.0 N/mm2 (heavy

strength) and jointed with block jointing Adhesive mortar

having tensile strength of not less than 0.8 N/mm2 and

ensuring long lasting thermal insulation according to

European norms(EN13501-2) suitable for high performance

of external & internal concrete masonry walls, joint having

thickness in thin layer of 3 mm to 4 mm between masonry

units. Masonry blocks need not to pre-wet the blocks or post

cure the wall with water. For Second Floor as per GSPHCL

approved make list.

46 Providing and Laying Autoclaved Aerated Sand based cement 75.00 Cumt 6114.50 Rupees Six Thousand One Hundred

concrete (AAC) masonry blocks confirming to IS 2185 (Part 3) Fourteen And Paise Fifty Only

having compressive strength not less than 4.0 N/mm2 (heavy

strength) and jointed with block jointing Adhesive mortar

having tensile strength of not less than 0.8 N/mm2 and

ensuring long lasting thermal insulation according to

European norms(EN13501-2) suitable for high performance

of external & internal concrete masonry walls, joint having

thickness in thin layer of 3 mm to 4 mm between masonry

units. Masonry blocks need not to pre-wet the blocks or post

cure the wall with water. For Third Floor as per GSPHCL

approved make list.

47 Providing 10 mm thick cement PLASTER in single coat on 3580.00 Sqmt 234.51 Rupees Two Hundred Thirty Four And

ceilings for interior plastering and finished even & smooth in Paise Fifty One Only

C.M. 1:3 ( 1 cement : 3 sand )including finishing with a

floating coat of neat cement slurry at GROUND FLOOR.

48 Providing 10 mm thick cement PLASTER in single coat on 2823.00 Sqmt 262.22 Rupees Two Hundred Sixty Two And

ceilings for interior plastering and finished even & smooth in Paise Twenty Two Only

C.M. 1:3 ( 1 cement : 3 sand )including finishing with a

floating coat of neat cement slurry at FIRST FLOOR.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

49 Providing 10 mm thick cement PLASTER in single coat on 2455.00 Sqmt 289.93 Rupees Two Hundred Eighty Nine

ceilings for interior plastering and finished even & smooth in And Paise Ninety Three Only

C.M. 1:3 ( 1 cement : 3 sand )including finishing with a

floating coat of neat cement slurry at SECOND FLOOR.

50 Providing 10 mm thick cement PLASTER in single coat on 109.00 Sqmt 317.64 Rupees Three Hundred Seventeen

ceilings for interior plastering and finished even & smooth in And Paise Sixty Four Only

C.M. 1:3 ( 1 cement : 3 sand )including finishing with a

floating coat of neat cement slurry at THIRD FLOOR.

51 Provinding 15 mm thick cement PLASTER in single coat on 8554.90 Sqmt 237.55 Rupees Two Hundred Thirty Seven

brick or concrete wall for interior plastering and finished even And Paise Fifty Five Only

and smooth in C.M. 1:4 ( 1 cement : 4 sand ) including

finishing with floating coat of neat cement slurry at GROUND

52 Provinding 15 mm thick cement PLASTER in single coat on 8267.00 Sqmt 267.47 Rupees Two Hundred Sixty Seven

brick or concrete wall for interior plastering and finished even And Paise Forty Seven Only

and smooth in C.M. 1:4 ( 1 cement : 4 sand ) including

finishing with floating coat of neat cement slurry at FIRST

53 Provinding 15 mm thick cement PLASTER in single coat on 7230.00 Sqmt 297.39 Rupees Two Hundred Ninety Seven

brick or concrete wall for interior plastering and finished even And Paise Thirty Nine Only

and smooth in C.M. 1:4 ( 1 cement : 4 sand ) including

finishing with floating coat of neat cement slurry at SECOND

54 Provinding 15 mm thick cement PLASTER in single coat on 308.00 Sqmt 327.31 Rupees Three Hundred Twenty

brick or concrete wall for interior plastering and finished even Seven And Paise Thirty One Only

and smooth in C.M. 1:4 ( 1 cement : 4 sand ) including

finishing with floating coat of neat cement slurry at THIRD

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

55 Synthetic Texture Plaster with Double Coat Smooth plaster : 13053.00 Sqmt 541.59 Rupees Five Hundred Forty One And

Providing 20mm thick cement plaster in single coat plastering Paise Fifty Nine Only

upto floor two level Outside and finished even and smooth in

(i) Cement mortar 1:3 (1-cement : 3-sand) as Base Coat and

providing 2-3 mm thick synthetic texture plaster of approved

texture (Material Shall be Used as Approved By GSPHCL

Only ) including cost of all materials, labour, conveyance,

loading and unloading, taxes, royalties, scaffolding, watering

etc.complete for any Height as per Drawing and instructions

of Engineer -in -Charge.

56 Providing, Supplying and Fixing of 32mm (Total) Thick Double Flush 53.00 Sqmt 14493.75 Rupees Fourteen Thousand Four

Door Shutter with 1mm Thick Laminates on Both Side of Shutter. Hundred Ninety Three And Paise

Making / Construction of Flush Door is with Pine or southern Yellow Seventy Five Only

Pine Filler and 2.5mm core veneer Both Side and 0.4mm Face

Veneer on Both Side with Lock rail on Center. Flush Door Provide

with Teak wood beading patti (32mm X 12mm) on Peripheries of

Flush Door with Door Frame of Non Teak Solid Wood of size

150mm x 70mm with Chemically Treated and Seasoned Including

Paint Matching with Laminates. Frame & Flush door shutter having

5 year warranty against attack of biological agent like termite,

borers, decay, fungi and harmful insects also warranty against

seasoning related issues like crack, bending, twisting, warping.

Laminates on shutter shall be press by cold press method. Shutter

shall be brought to site in packed PVC bags & pvc coating shall be

removed on completion of work in such a way that shutter & Frame

is free from nail mark & any damages etc. Rates are also Inclusive

of all Labors & Proviging 15cm. Long 8 No of Hold Fast (25mm X

5mm) & 8 No of 6 Inch S.S. but Hinges, 100mm x 75 mm x 3mm

thick, required Screw & Nails per Frame and Fixing 6mm thick Glass

on Top of Door Frame with Battens Patti, following S.S. Fixtures

(1) Aldrops 2 No, 300mm x 16mm, (2) Tower bolt 2 No, 200mm

Long, (3) Double Leg Heavy Push Door Stopper 2 No & (4) Handle

4 No, 150mm Long X 10mm thick. Door with Glass are Fixing as per

Details Drawing & Instruction of Engineer in charge. All Materials

Used Shall be as Per approved Material Make List of G.S.P.H.C.

The Required Frame is to be Obtained from Vanil Udhyog Maked

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

57 Providing, Supplying and Fixing of 32mm (Total) Thick Double Flush 23.00 Sqmt 12498.73 Rupees Twelve Thousand Four

Door Shutter with 1mm Thick Laminates on Both Side of Shutter. Hundred Ninety Eight And Paise

Making / Construction of Flush Door is with Pine or southern Yellow Seventy Three Only

Pine Filler and 2.5mm core veneer Both Side and 0.4mm Face

Veneer on Both Side with Lock rail on Center. Flush Door Provide

with Teak wood beading patti (32mm X 12mm) on Peripheries of

Flush Door with Door Frame of Non Teak Solid Wood of size

150mm x 70mm with Chemically Treated and Seasoned Including

Paint Matching with Laminates. Frame & Flush door shutter having

5 year warranty against attack of biological agent like termite,

borers, decay, fungi and harmful insects also warranty against

seasoning related issues like crack, bending, twisting, warping.

Laminates on shutter shall be press by cold press method. Shutter

shall be brought to site in packed PVC bags & pvc coating shall be

removed on completion of work in such a way that shutter & Frame

is free from nail mark & any damages etc. Rates are also Inclusive

of all Labors & Proviging 15cm. Long 8 No of Hold Fast (25mm X

5mm) & 8 No of 6 Inch S.S. but Hinges, 100mm x 75 mm x 3mm

thick, required Screw & Nails per Frame and Fixing following S.S.

Fixtures And Fastening.

(1) Aldrops 2 No, 250mm x 16mm, (2) Tower bolt 2 No, 300mm

Long, (3) Double Leg Heavy Push Door Stopper 2 No & (4) Handle

4 No, 150mm Long X 10mm thick. Door are Fixing as per Details

Drawing & Instruction of Engineer in charge. All Materials Used

Shall be as Per approved Material Make List of G.S.P.H.C. The

Required Frame is to be Obtained from Vanil Udhyog Maked Only.

58 Providing and fixing in position collapsible steel shutters with 10.00 Quintal 6230.70 Rupees Six Thousand Two Hundred

vertical channels 20 x 10 x 2 mm braced with flat iron Thirty And Paise Seventy Only

diagonals 20 x 5 mm size with top and bottom rails of T_rin

40x 40 x 6 mm with 38mm dia, steel pulleys complete with

bolts, nuts, locking arrangements, stoppers handles including

applying a priming coat of red lead paint.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

59 Providing, Supplying and Fixing of 32mm (Total) Thick Single Flush 419.00 Sqmt 10094.96 Rupees Ten Thousand Ninety Four

Door Shutter with 1mm Thick Laminates on Both Side of Shutter. And Paise Ninety Six Only

Making / Construction of Flush Door is with Pine or southern Yellow

Pine Filler and 2.5mm core veneer Both Side and 0.4mm Face

Veneer on Both Side with Lock rail on Center. Flush Door Provide

with Teak wood beading patti (32mm X 12mm) on Peripheries of

Flush Door with Door Frame of Non Teak Solid Wood of size

120mm x 65mm with Chemically Treated and Seasoned Including

Paint Matching with Laminates. Frame & Flush door shutter having

5 year warranty against attack of biological agent like termite,

borers, decay, fungi and harmful insects also warranty against

seasoning related issues like crack, bending, twisting, warping.

Laminates on shutter shall be press by cold press method. Shutter

shall be brought to site in packed PVC bags & pvc coating shall be

removed on completion of work in such a way that shutter & Frame

is free from nail mark & any damages etc. Rates are also Inclusive

of all Labors & Proviging 15cm. Long 6 No of Hold Fast (25mm X

5mm) & 3 No of 6 Inch S.S. but Hinges, 100mm x 75 mm x 3mm

thick, required Screw & Nails per Frame and Fixing.following S.S.

Fixtures And Fastening.

(1) Aldrops 1 No, 250mm x 16mm & Tadi 1 No, (2) Tower bolt 1 No,

200mm Long, (3) Double Leg Heavy Push Door Stopper 1 No & (4)

Handle 2 No, 150mm Long X 10mm thick. Door are Fixing as per

Details Drawing & Instruction of Engineer in charge. All Materials

Used Shall be as Per approved Material Make List of G.S.P.H.C.

The Required Frame is to be Obtained from Vanil Udhyog Maked

60 Providing & fixing TEAK WOOD DOOR FRAME PATTI 40mm 1083.00 Rmt 71.01 Rupees Seventy One And Paise One

x 10mm thick as per per Detail drawigs and as directed by Only

Engineer in charge. Rate are inclusive of all material, labour,

Taxes. as per GSPHCL approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

61 Provide and fixing extruded Domal Alluminium section 541.00 Sqmt 4985.25 Rupees Four Thousand Nine Hundred

window having extruded aluminium colour anodized section Eighty Five And Paise Twenty Five

frame, horizontal Three track member size 79.9mm x 45mm x Only

1.2mm (Section @ Wt. 1.12kg/mt) with sliding shutter of

horizontal member size 65.1mm x 27mm x 1.2mm (Section

@ Wt. 0.655kg/mt) Vertical member of size 65.1mm x 27mm

x 1.2mm (Section @ Wt. 0.655kg/mt) with 5mm thick

transparent bronze colour tinted float glass with powder

coated alluminium fitting and fixtures and transparent silicon

sealant glass fixing to frame as per detailed etc. completed

for window including one mosquitoe jail shutter with both side

looking Arrangment. As per approved make list of GSPHCL.

62 Providing and fixing standared extruded of alluminium section 517.00 Sqmt 1509.90 Rupees One Thousand Five Hundred

of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg / Rmt with Nine And Paise Ninety Only

colour anodized alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as details etc

complete for Fix window.

63 Providing and fixing standard extruded of ALLUMINIUM 92.00 Sqmt 1163.92 Rupees One Thousand One Hundred

SECTION of size 63mm x 38.10mm x 1.2mm (Jindal Section Sixty Three And Paise Ninety Two

:2434,@Wt.0.643 kg per mt) with colour anodized alluminium Only

frame for ventilation with 5mm thick frosted glass as details

etc complete for VENTILATION.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

64 Providing and fixing Solid PVC Flush Door Shutters 24mm 447.00 Sqmt 4514.72 Rupees Four Thousand Five Hundred

thick made fro Co- Extruded THREE LAYER RIGID PVC Fourteen And Paise Seventy Two

Foam Sheet (Single extruded) with density not less than 600 Only

Kg / cbm. Outer Layer (0.8-1mm) thick should be of Rigid

PVC with Density not less than 1400 kg/cbm including

Providing & Fixing WPC Door Frame Uperline Patti of 24mm

x 6mm Size. Door should be Water proof, Termite proof, Fire

Retardant & having good screw holding capacity. Providing &

Fixing 100% Solid Wood Plastic Composit (WPC) Door

Frame 90mm x 45mm made from Wood Plastic Composite

(Single extruded Process) material with dencity 780kg / cbm

All as per specifications & drawings etc. complete as per

direction of Engineer-in-charge. as per GSPHCL approved

65 Providing , Fabricating and fixing M.S. GRILL/GATE of 63602.00 Kg 75.20 Rupees Seventy Five And Paise

approved pattern fabricated from M.S. flat,square bars, round Twenty Only

bars,c-channel, box pipe as per detail Drawings. Rate is

including welding with grinding. Rate is also including two

coats of Oil paint and one coat of yellow Zinc cromet primer

coat of approved brand only oil paint shall be used as per

approved material list of GSPHCL , steel must be of ISI mark

66 Provinding 10 mm thick cement PLASTER in single coat of 1775.00 Sqmt 245.84 Rupees Two Hundred Forty Five And

interior plastering and finished even and smooth in cement Paise Eighty Four Only

mortar 1:3 ( 1 cement : 3 sand ) and finishing with floating

coat of neat cement slurry including providing and mixing with

WATER PROOFING material For ALL FLOORS.

67 Provinding CEMENT VATA (10cm x 10cm) size quarter round 2189.00 Rmt 24.04 Rupees Twenty Four And Paise Four

in cement mortar (1 : 1) including neat cement finishing, Only

watering etc. Complete.

68 Providing and laying Zycosil in cement ( Polimeric adhesive) 1775.00 Sqmt 110.70 Rupees One Hundred Ten And Paise

with preparing of existing surface as per direction of Engineer Seventy Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

69 Providing and filling Cinder including watering, consolidation 185.00 Cumt 791.68 Rupees Seven Hundred Ninety One

etc.complete. And Paise Sixty Eight Only

70 Providing & laying ordinary CEMENT CONCRETE 1:2:4 ( 1 1165.00 Sqmt 345.40 Rupees Three Hundred Forty Five

cement : 2 coarse sand : 4 graded machine broken stone And Paise Forty Only

aggregate 20 mm nominal size ) for flooring Laid in one layer

finished with floating coat of neat cement (A) 50 mm Thick.

71 Provinding and fixing Chicken Wire Mesh Jali 0.18 mm and 2867.00 Sqmt 64.06 Rupees Sixty Four And Paise Six

0.18mt wide with necessary screws and nails to joint between Only

R.C.C. column and brick work etc. complete as per Engineer-

72 Providing & Laying 24" x 24" Double Charge vitrified 8 to 10 7376.00 Sqmt 1374.40 Rupees One Thousand Three

mm thick tile flooring over 20 mm (average) base of cement Hundred Seventy Four And Paise

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface orfixing Forty Only

on existing flooring by adhesive including dismentaling of

existing flooring and material jointed with color cement slurry

including finised with flush pointing & cleaning the surface etc.

complete size and shade of tiles shall be as per approved

architecture drawing and as per direction of engineer-in-

charge for all floors as per GSPHCL approved make list.

73 Providing & Laying 24" x 24" Double Charge vitrified 8 to 10 592.00 Sqmt 1445.20 Rupees One Thousand Four Hundred

mm thick tile for skirting,risers of steps and dedo over 20 mm Forty Five And Paise Twenty Only

(average) base of cement mortar 1:3 ( 1 cement: 3 coarse

sand) on new surface orfixing on existing flooring by adhesive

including dismentaling of existing flooring and material jointed

with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete size and shade of tiles

shall be as per approved architecture drawing and as per

direction of engineer-in-charge for all floors as per GSPHCL

approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

74 Provinding & laying Printed / Coloured GLAZED TILES 8 mm 6455.00 Sqmt 1533.97 Rupees One Thousand Five Hundred

thick in skirting, risers of steps and DADO on 10mm thick Thirty Three And Paise Ninety Seven

cement plaster 1: 3 ( 1 cement : 3 coarse sand ) & jointed Only

with white cement slurry.Size ot tiles shall be 600mm

x300mm. size and shade of tiles shall be as per approved

architecture drawing and as per direction of engineer-in-

charge for all floors as per GSPHCL approved make list.

75 Provinding & laying 24" x 24" Vitrified 8 to 10 mm thick tile 1406.00 Sqmt 1458.33 Rupees One Thousand Four Hundred

flooring over 20 mm (average) base of cement mortar 1:6 ( 1 Fifty Eight And Paise Thirty Three

cement: 6 coarse sand) on new surface or fixing on existing Only

flooring by adhesive material including dismentaling of

existing flooring and material jointed with color cement slurry

including finised with flush pointing & cleaning the surface etc.

complete for Antiskid. size and shade of tiles shall be as per

approved architecture drawing and as per direction of

engineer-in-charge for all floors as per GSPHCL approved

76 Provinding and Laying 18 mm thick Granite Stone Slab Flooring of 536.00 Sqmt 2158.45 Rupees Two Thousand One Hundred

approved colour & quality & brand over 20mm thick average base of Fifty Eight And Paise Forty Five Only

C.M. 1:6 (1cement : 6 coarse sand) laid and jointed with grey

cement slury including Rubbing and Polishing etc. Complete for All

77 Provinding and Laying 18 mm thick Granite Stone Slab for Skirting, 129.00 Sqmt 2310.63 Rupees Two Thousand Three

Dado of approved colour & quality & brand over 20mm thick Hundred Ten And Paise Sixty Three

average base of C.M. 1:6 (1cement : 6 coarse sand) laid and jointed Only

with grey cement slury including Rubbing and Polishing etc.

Complete for All Floors.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

78 Providing and Fixing Granite Telephonic Black Colour 15 to 1187.00 Sqmt 2428.00 Rupees Two Thousand Four Hundred

18 mm thick for jambs and sills of doors & windows using Twenty Eight Only

neat cement slurry laid over 20 mm average base of cement

mortar 1:3(1 cement:3 Coarse Sand) and jointed with grey

cement slurry including racking (Tancha Work) rubbing and

polishing, scaffoldings, tools and tackles, scaffolding etc.

complete (with base of neat cement) as per direction of

Engineer in charge including full rounding the exposed edges

as directed For all Floor.

79 Providing and laying 25mm thick polished KOTA STONE SLAB 434.00 Sqmt 1009.30 Rupees One Thousand Nine And

FLOORING over 20mm average thick base of cement mortar 1:6 ( 1 Paise Thirty Only

cement : 6 coarse sand) laid over & jointed with grey cement slurry

including rubbing & polishing for all Floors.

80 Moulding of Kotastone/Granite stair trade complete as per 914.00 Rmt 129.95 Rupees One Hundred Twenty Nine

direction of engineer in charge. And Paise Ninety Five Only

81 Providing 3 NOS GROOVE in total length of staircase tread of 914.00 Rmt 82.80 Rupees Eighty Two And Paise Eighty

size 10mmx10mm finished smooth in parallel line,equally Only

spaced as per direction of engineer in charge in all type of

flooring ,etc. complete.

82 Providing and laying 25 mm thick polished KOTA STONE 75.00 Sqmt 1161.48 Rupees One Thousand One Hundred

SLAB in RISERS of steps, dedo , skirting and pilllars laid to Sixty One And Paise Forty Eight Only

10 mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) &

jointed with grey cement slurry including rubbing & polishing

83 Providing and fixing both side diamond polished machine cut 2327.00 Sqmt 793.90 Rupees Seven Hundred Ninety Three

KOTA STONE shelve/ partition 25mm thick embaded in to And Paise Ninety Only

wall at support including racking and finishing smooth the

surface including cutting the stone as and where required

etc. complete including full rounding of exposed edges(i.e.

front edge) etc. complete.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

84 Providing and fixing both side polished machine cut Granite 161.00 Sqmt 2115.40 Rupees Two Thousand One Hundred

Shelves / Partitions 18mm thick embaded in to wall at support Fifteen And Paise Forty Only

including racking and finishing smooth the surface including

cutting the stone as and where required etc. complete

including rounding of exposed edges etc. complete.

85 Providing and laying Integrated cement based proprietary 3361.00 Sqmt 916.03 Rupees Nine Hundred Sixteen And

water proofing treatment of required thickness over the roof Paise Three Only

incl.10mm thick waterproofing cement plaster in cement

mortar 1:3 and china mosaic fitting and finally finishing the

surface with white cement slurry and sloping out terrace slab

with following specification laid to required slope not flatter

that 1:80 (the thickness of water proofing treatment near

rainwater outlet or the lowest point of the finished slop shall

not be less than 45mm incl. treating the vertical surface of the

parapet wall unto 20 cms. height above finished level of

terracing incl. finishing the top with joint less water proofing

plaster, curing testing etc. complete.) Rate is including ten

years performance of guarantee bond to be given on stamp

paper. (No. extra shall be paid for increase in thickness for

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

a)Applying and grouting a slurry coat of neat cement using

2.75 kg/Sqm of cement admixed with proprietary water

proofing compound conforming to IS-2645 and 10mm thick

water proofing cement plaster in Cement mortar 1:3 over the

R.C.C slab including cleaning the surface before treatments.

b)Laying cement concrete using broken brick bats 25 mm to

40 mm size with 50% of cement mortar 1:4(1 cement :

coarse sand) over 10mm thick water proofing cement mortar

1:3 (1 cement : 3 coarse sand) admixed with proprietary water

proofing compound conforming to IS -2645 to required slope

and treating similarly the adjoining walls upto 200mm height

including rounding of junction of walls.

(c) After two day of proper curing applying a second coat of

(d)Finishing the surface with china mosaic pieces laid on

10mm thick joint less cement plaster of mix 1:3 ( 1 cement :

coarse sand) admixed with proprietary water proofing

compound conforming to IS-2645 and finally finishing the

surface with trowel with neat slurry.

(e)The whole terrace so finished shall be flooded with water

for a minimum period of two weeks for curing for final test all

above operation to be done in order and as directed and

specified by the Engineer in change. The Material shall be

GSPHCL approved make list.

86 Finishing Ceilling/Slop Surface with Plastic Emulsion Paint on 8967.00 Sqmt 193.19 Rupees One Hundred Ninety Three

Ceilling/Slop Surface (two coats) to give an required shap And Paise Nineteen Only

even shade after throughly brushing the surface to remove all

dirt and remains of loose poweder material etc. complete.

Rate are inclusive of applying two coat of lapy (Putty) and one

coat of primer on new Ceilling/Slop Surface to give and even

shade including thoroughly brushing the surface free from

mortar dropping and other foreign matter and sand papered

smooth. Fine Putty, primer , plastic emulsion paint shall be

used as per approved material list by GSPHCL ( For all floor

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

87 Finishing Wall with Plastic Emulsion Paint on Wall Surface 23966.00 Sqmt 182.39 Rupees One Hundred Eighty Two And

(two coats) to give an required shap even shade after Paise Thirty Nine Only

throughly brushing the surface to remove all dirt and remains

of loose poweder material etc. complete. Rate are inclusive of

applying two coat of lapy (Putty) and one coat of primer on

new wall surface to give and even shade including thoroughly

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth. Fine Putty, primer

plastic emulsion paint shall be used as per approved material

list by GSPHCL ( For all floor ).

88 Finishing wall with Weather proof exterior emulsion paint on 22870.00 Sqmt 155.21 Rupees One Hundred Fifty Five And

wall surface (two coats) over and above applying One Coat Of Paise Twenty One Only

Primer to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, and remains of loose

powdered materials.etc complete.Primer, Exterior emulsion

paint shall be used as per approved material list by GSPHCL (

For any height ).

89 Providing and fixing Acrylic sheet with Vinyl letter colour - 11.00 Sqmt 7193.88 Rupees Seven Thousand One

2073 - dark grey for background and colour -2199 - white Hundred Ninety Three And Paise

letter with required screw ..etc as per required sizes Eighty Eight Only

complete etc as per specification.& instruction of Engineer

90 Providing, supplying & fixing Stainless steel letters (30.00cmt 100.00 Nos 1056.52 Rupees One Thousand Fifty Six And

Height & 4.50cmt wide) 304 grade with spraying colour on Paise Fifty Two Only

surface etc. complete as directed. Size of the S.S. letters shall

be as described in tender item. Coating of the S.S. letters

shall be as directed by engineer in charge. Letter shall be

fixed at any height as directed by engineer in charge.

91 Providing I.S.I. mark 7 levers three keys brass pad lock of 210.00 Nos 211.86 Rupees Two Hundred Eleven And

Navtal ( Godrej) make 75mm dia on completion Project etc. Paise Eighty Six Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

92 Providing and Fixing of Stainless steel 304 grade pipe(hand 576.00 Rmt 911.03 Rupees Nine Hundred Eleven And

rail) railing. top pipe of 2" dia , vertical support 1.5 " x1.5" at Paise Three Only

every max. 0.9 mt c/c, fixed with stone/concrete or brickwork

&finishing the said as directed by engineer in charge. Rate

are inclusive of all material,labour,taxes&polishing. as per

GSPHCL approved make list.

93 Providing and laying and fixing 50 mm thick expansion joint by 169.00 Sqmt 1476.27 Rupees One Thousand Four Hundred

hydro cell semi rigid UV resistance with high performance Seventy Six And Paise Twenty Seven

laminated closed cell polythene foam joint filler in sheet foam Only

as directed, etc. complete.

94 Providing and Fixing sheet covering over expansions joints 281.00 Rmt 621.63 Rupees Six Hundred Twenty One And

with ron screws as per design Aluminium fluted strips 3,15mm Paise Sixty Three Only

thick 200 mm wide

95 Pro.And fixing single layer Waterproof Gypsum Board 12.5 3750.00 Sqmt 600.94 Rupees Six Hundred And Paise

mm thick sections using waterproof board of size 1220mm Ninety Four Only

x1830mm x8.0mm suspended by GIsuspender channel of

size 25mm x3mm with intermediate channelog size 18mm

x40mm x0.8mm at 1220mm center tocenter ceiling sectionof

size 40mm x35mmx0.55mm at 457mm c/c andperimeter

channelA of size 20mmx27mmx30mmx0.5mm atedges &drop

sincl .paper tap sands ofitcleat, anchorfastener ,scochbolt

connecting cleat ,joining compound top coatonceiling incl.

makingnecy. opening forlightfitting ,diffuser etc. comp .as per

detail drawing as directed and as per GSPHCL approved

96 Providing and Fixing 6 mm thick Lexan Polycarbonat multi 290.00 Sqmt 1427.62 Rupees One Thousand Four Hundred

wall roofing sheet fixed with hilti screw and rubber silicon Twenty Seven And Paise Sixty Two

sealer and alluminium strip of size 50 x 3 mm etc complet as Only

directed by engineer in charge.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

97 Providing and Fixing Proflex type self supported roof (Arch 706.00 Sqmt 4915.10 Rupees Four Thousand Nine Hundred

Type) using cold rolled, Galvalume steel colour sheet 1.35 Fifteen And Paise Ten Only

mm. Confirming to ASTMA 653.A792 Din. Alum Zinc Coating

AZ150 & Regular modified polyster painting with Epoxy primer

service coat to bottom including necessary fixtures and fixing

of hook arragement for false ceiling etc. all are complete.

98 Providing & Fixing Wall Hung with PVC Flush Tank, Soft Seat 71.00 Nos 5470.90 Rupees Five Thousand Four Hundred

Cover & intergal "P" or "S" Trap including Jointing the Trap Seventy And Paise Ninety Only

with Pan and Soil pipe. Wall hung shall be fixed on S.S heavy

duty rack bolt having 16mm dia, 165mm length using Plastic

sleeve Make by Using Drill Bitt Only. Rate are inclusive of all

matreials, Labour & Necessary Fittings etc. Complete as per

Detailed Drawings, Specifications and as per the Instruction

of Engineer In charge. The Model & Make of Wall Hung &

Flush Tank Shall be as per the Approved Make List of

99 Provinding and fixing water Closet Squatting (ORRISSA 80.00 Nos 1343.85 Rupees One Thousand Three

TYPE W.C. PAN ) size 580mm first quality including Hundred Forty Three And Paise

necessary "P" or "S" trap, including jointing the trap with pan Eighty Five Only

& soil pipe in viterous chine white colour, Joints shall be pipe

sealent. as per GSPHCL approved make list.

100 Providing & Fixing Health faucets (ABS body). Rate are 71.00 Nos 565.51 Rupees Five Hundred Sixty Five And

inclusive of all materials, Labour & Necessary Fittings etc. Paise Fifty One Only

Complete as per Detailed Drawings, Specifications and as per

the Instruction of Engineer In Charge. The Model & Make of

Health Faucets shall be as per the Approved Make List of

101 Providing & Fixing Towel Rod. Rate are inclusive of all 135.00 Nos 1078.70 Rupees One Thousand Seventy Eight

materials, Labour & Necessary Fittings etc. Complete as per And Paise Seventy Only

Detailed Drawings, Specifications and as per the Instruction

of Engineer In Charge. The Model & Make of Towel Rod shall

be as per the Approved Make List of GSPHCL.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

102 Providing & Fixing Towel Ring. Rate are inclusive of all 171.00 Nos 909.08 Rupees Nine Hundred Nine And

matreials, Labour & Necessary Fittings etc. Complete as per Paise Eight Only

Detailed Drawings, Specifications and as per the Instruction

of Engineer In charge. The Model & Make of Towel Ring Shall

be as per the Approved Make List of GSPHCL.

103 Providing and fixing Single Hole Wash Basin with C.I. or M.S. 99.00 Nos 3935.33 Rupees Three Thousand Nine

brackete & M.I. fisher union, P.V.C. water pipe with Hundred Thirty Five And Paise Thirty

connection from Stop Cock to Pillar Tap, PVC Bottle trap with Three Only

connection 32mm dia. C.P. brass waste coupling etc.

complete. Rate are inclusive of all materials, Labour &

Necessary Fittings etc. Complete as per Detailed Drawings,

Specifications and as per instruction of Engineer In Charge.

The Model & Make of Wash Basin Shall be as per the

Approved Make List of GSPHCL.

104 Providing and fixing 600mm x 450mm bevelled edge mirror of 99.00 Nos 850.90 Rupees Eight Hundred Fifty And

superior glass mounted on 6mm thick A.C. sheet or plywood Paise Ninety Only

sheet and fixing to wooden pluge with C.P. brass screws

105 Providing & Fixing Shower with Arm. Rate are inclusive of all 131.00 Nos 931.79 Rupees Nine Hundred Thirty One And

materials, Labour & Necessary Fittings etc. Complete as per Paise Seventy Nine Only

Detailed Drawings, Specifications and as per the Instruction

of Engineer In Charge. The Model & Make of Shower with

Arm shall be as per the Approved Make List of GSPHCL.

106 Providing & Fixing ANGLE COCK 15 mm. Rate are inclusive 81.00 Nos 665.51 Rupees Six Hundred Sixty Five And

of all materials, Labour & Necessary Fittings etc. Complete as Paise Fifty One Only

per Detailed Drawings, Specifications and as per the

Instruction of Engineer In Charge. The Model & Make of

ANGLE COCK shall be as per the Approved Make List of

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

107 Providing and Fixing Urinal with P.V.C.water pipe,32mm dia 8.00 Nos 2098.98 Rupees Two Thousand Ninety Eight

C.P. Brass waste coupling with connection 32mm dia waste And Paise Ninety Eight Only

pipe etc complete Rate are inclusive of all materials labour

and necessary fittings etc complete as per Detialed

drawings,Specifications and as per the instruction of Engineer

In charge. The model & Make of Urinal shall be as per

approved make list of GSPHCL.

108 Providing & Fixing 15mm Swan Neck Sink Cock with 32.00 Nos 1330.32 Rupees One Thousand Three

Extended Swivel Spout & Wall Flange . Rate are inclusive of Hundred Thirty And Paise Thirty Two

all matreials, Labour & Necessary Fittings etc. Complete as Only

per Detailed Drawings, Specifications and as per the

Instruction of Engineer In charge. The Model & Make of Sink

Cock Shall be as per the Approved Make List of GSPHCL.

109 Providing and Fixing Stainless Steel (304 Grade) 1mm thick 32.00 Nos 4268.55 Rupees Four Thousand Two Hundred

Matt / Satin Finish Sink of over all Minimum size 533mm x Sixty Eight And Paise Fifty Five Only

457mm x 203mm deep having bowl Minimum size 470mm x

395mm x 203mm Finishing with cement mortar 1:3 (1-

Cement : 3-Fine Sand) etc. Complete. Rate including of

32mm dia. C.P. Brass Waste Coupling and 32mm dia. Rigid

PVC Waste Pipe upto N.T. for ALL FLOORS. As per

GSPHCL approved make list.

110 Providing & Fixing 15mm One way Bib Tap with wall flange. 584.00 Nos 990.61 Rupees Nine Hundred Ninety And

Rate are inclusive of all materials, Labour & Necessary Paise Sixty One Only

Fittings etc. Complete as per Detailed Drawings,

Specifications and as per the Instruction of Engineer In

Charge. The Model & Make of Bib Tap shall be as per the

Approved Make List of GSPHCL.

111 Providing & Fixing 15mm Two way Bib Tap with Wall Flange. 71.00 Nos 1309.39 Rupees One Thousand Three

Rate are inclusive of all matreials, Labour & Necessary Hundred Nine And Paise Thirty Nine

Fittings etc. Complete as per Detailed Drawings, Only

Specifications and as per the Instruction of Engineer In

charge. The Model & Make of Two way Bib Tap Shall be as

per the Approved Make List of GSPHCL.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

112 Providing & Fixing S.S. Cloth Hanger (5 Hook). Rate as per 164.00 Nos 249.85 Rupees Two Hundred Forty Nine And

detail drawing and as directed by engineer in charge.Rate are Paise Eighty Five Only

inclusive of all materials, Labour & Necessary Fittings etc.

Complete as per Detailed Drawings, Specifications and as per

the Instruction of Engineer In Charge. The Model & Make

shall be as per the Approved Make List of GSPHCL.

113 Providing and fixing concealed center point to wall ceiling & 809.00 Rmt 206.73 Rupees Two Hundred Six And Paise

floor CPVC (SDR 13.5) PIPE having National Sanitation Seventy Three Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. [B] 20 mm. As per

GSPHCL approved make list.

114 Providing and fixing concealed center point to wall ceiling & 1496.00 Rmt 251.31 Rupees Two Hundred Fifty One And

floor CPVC (SDR 13.5) PIPE having National Sanitation Paise Thirty One Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. [C] 25 mm. As per

GSPHCL approved make list.

115 Providing and fixing concealed center point to wall ceiling & 686.00 Rmt 334.89 Rupees Three Hundred Thirty Four

floor CPVC (SDR 13.5) PIPE having National Sanitation And Paise Eighty Nine Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. [D] 32mm. As per

GSPHCL approved make list.

116 Providing and fixing concealed center point to wall ceiling & 770.00 Rmt 443.29 Rupees Four Hundred Forty Three

floor CPVC (SDR 13.5) PIPE having National Sanitation And Paise Twenty Nine Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete. [E] 40mm. As per

GSPHCL approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

117 Providing and fixing concealed center point to wall ceiling & 484.00 Rmt 654.04 Rupees Six Hundred Fifty Four And

floor CPVC (SDR 13.5) PIPE having National Sanitation Paise Four Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete.[F] 50mm. As per

GSPHCL approved make list.

118 Providing and fixing concealed center point to wall ceiling & 800.00 Rmt 1312.94 Rupees One Thousand Three

floor CPVC (SDR 13.5) PIPE having National Sanitation Hundred Twelve And Paise Ninety

Foundation (NSF) seal for potable water of following dia. Four Only

nominal bore tube fittings and clamps including making good

the wall, ceiling and floor etc. complete.[F] 65mm. As per

GSPHCL approved make list.

119 Providing and Fixing Gun Metal Handle Valve with all 107.00 Nos 416.47 Rupees Four Hundred Sixteen And

necessary fittings 25 MM DIA all materials must be of Paise Forty Seven Only

approved by makelist of GSPHCL.

120 Providing and Fixing Gun Metal Handle Valve with all 94.00 Nos 311.61 Rupees Three Hundred Eleven And

necessary fittings 32 MM DIA all materials must be of Paise Sixty One Only

approved by makelist of GSPHCL.

121 Providing and Fixing Gun metal Handle Valve with all 19.00 Nos 656.86 Rupees Six Hundred Fifty Six And

necessary fittings 40 MM DIA all materials must be of Paise Eighty Six Only

approved by makelist of GSPHCL.

122 Providing and Fixing Gun metal Handle Valve with all 13.00 Nos 2400.86 Rupees Two Thousand Four Hundred

necessary fittings 50 MM DIA all materials must be of And Paise Eighty Six Only

approved by makelist of GSPHCL.

123 Providing and Fixing Gun metal Handle Valve with all 10.00 Nos 4964.03 Rupees Four Thousand Nine Hundred

necessary fittings 65 MM DIA all materials must be of Sixty Four And Paise Three Only

approved by makelist of GSPHCL.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

124 Providing & Fixing 25mm Concealed Heavy Duty Stop Cock 63.00 Nos 1233.57 Rupees One Thousand Two Hundred

with Exposed Part & Other Accessories (Sleeve, Lever, Wall Thirty Three And Paise Fifty Seven

Flange) . Rate are inclusive of all matreials, Labour & Only

Necessary Fittings etc. Complete as per Detailed Drawings,

Specifications and as per the Instruction of Engineer In

charge. The Model & Make of Concealed Heavy Stop Cock

Shall be as per the Approved Make List of GSPHCL.

125 Providing & Fixing 15mm Concealed Heavy Duty Stop Cock 153.00 Nos 942.54 Rupees Nine Hundred Forty Two And

with Exposed Part & Other Accessories (Sleeve, Lever, Wall Paise Fifty Four Only

Flange) . Rate are inclusive of all matreials, Labour &

Necessary Fittings etc. Complete as per Detailed Drawings,

Specifications and as per the Instruction of Engineer In

charge. The Model & Make of Concealed Heavy Stop Cock

Shall be as per the Approved Make List of GSPHCL.

126 Providing and fixing Ball Cock of approved quality as directed. 16.00 Nos 187.96 Rupees One Hundred Eighty Seven

(A) Copper Metal ISI Mark. (i) 50 mm dia. As per approved And Paise Ninety Six Only

makelist of GSPHCL.

127 Provinding and fixing in position PVC COWEL VENT to pipe 67.00 Nos 16.47 Rupees Sixteen And Paise Forty

75 mm dia directed. Seven Only

128 Provinding and fixing in position PVC COWEL VENT to pipe 75.00 Nos 28.16 Rupees Twenty Eight And Paise

110 mm dia directed. Sixteen Only

129 Providing and fixing to Wall Ceilling and Floor SWR Rain 1191.00 Rmt 302.54 Rupees Three Hundred Two And

Water Pipe as Per IS-13592 of 90mm Dia. Complete with Paise Fifty Four Only

Special Flings, Compressor type Fittings, Wall clips on

wooden patty including making good the ceiling and floor on

terrace rain water pipe shall be 90 mm Dia. SWR horizontal

pipe and vertical pipe and 90mm bend at the end near by

Ground level rate are Inclusive of all Necessary Fittings

required for ALL FLOORS. As per GSPHCL approved make

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

130 Providing and fixing to wall, ceiling and floor UPVC/SWR Soil 991.00 Rmt 471.36 Rupees Four Hundred Seventy One

Waste Pipe with 'O' Ring 110 mm dia. of ISI 13592/92. Rate And Paise Thirty Six Only

inclusive of All fittings like single or double 'Y' with door,

reducer, coupler single 'T' with door bend,including All Labour

Charges etc. complete and making good the Wall, Ceiling and

Floor, ISI make only. Joints shall be sealed by pipe sealant.

As per GSPHCL approved make list.

131 Providing and fixing to wall, ceiling and floor UPVC/SWR Soil 725.00 Rmt 245.74 Rupees Two Hundred Forty Five And

Waste Pipe with 'O' Ring 75 mm dia. of ISI 13592/92. Rate Paise Seventy Four Only

inclusive of All fittings like single or double 'Y' with door,

reducer, coupler single 'T' with door bend,including All Labour

Charges etc. complete and making good the Wall, Ceiling and

Floor, ISI make only. Joints shall be sealed by pipe sealant.

As per GSPHCL approved make list.

132 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 77.00 Nos 607.84 Rupees Six Hundred Seven And

100 mm diameter with jali of the following nominal diameter of Paise Eighty Four Only

self cleansing design with C.I scread down or hinged grating

including the cost of cutting and making good the walls. As

per GSPHCL approved make list.

133 Providing & fixing PVC SWR MULTY NANHI TRAP IS:14735 251.00 Nos 1122.26 Rupees One Thousand One Hundred

for drain -100mm dia. With jali of following nominal dia. Of Twenty Two And Paise Twenty Six

self cleansing design with C.I. Screwed down or Hinged Only

grating including the cost of cutting and making good the

walls. Rate are inclusive of all necessary fittings, material,

labour etc.complete as per direction of Engineer In

charge.Providing & Fixing Floor drain jali (Glossy Finish) (on

N.T.) of 6" X 6"size made of Stainless Steel Grade 304 Floor

Drain 3 Piece (Cover/Jali/Grating) With Anti Cockroach Bowl

on N.T. Rate are inclusive of all necessary fittings, material,

labour etc.complete as per direction of Engineer In charge. As

per GSPHCL approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

134 Providing and fixing in position ISI marked Rotational 112000.00 LITRE 3.91 Rupees Three And Paise Ninety One

moulded Polyethylene triple layer cylindrical vertical Storage Only

tank ( IS : 12701 ) Water Tank size including making inlet and

outlet. Over flow and washout arrangement with G.I.

connection including using necessary M.H. for connection etc.

complete with closed cover including applying two coats of oil

painting outside the tank etc. complete The Make of Tank

shall be as per approved make list of GSPHCL. (Food grade

135 Providing Supplying and fixing Single Pipe Bracket System 3800.00 Nos 182.83 Rupees One Hundred Eighty Two And

with U Bolt Rubber Mounted for Pipe supporting clamping Paise Eighty Three Only

system for external vertical Fixed line with wall distance 3"

including nuts, bolts, fasterners etc complete as per detailed

specification and as directed by Engineer in charge.

136 Providing Supplying and fixing S4 Channel system ( S4 1225.00 Nos 421.58 Rupees Four Hundred Twenty One

channel + Profile Bracket + U Bolt Rubber Mounted System) And Paise Fifty Eight Only

for multiple pipes for external vertical fixed line with wall

distance 3" including nuts, bolts, fasterners etc complete as

per detailed specification and as directed by Engineer in

137 Constructing of Cooking platform ( sandwich type ) 68cm 105.00 Rmt 3758.47 Rupees Three Thousand Seven

width and 84 cm high resting on thick sandwiched polish Hundred Fifty Eight And Paise Forty

Granite Slab in C.M 1:3 with providing and fixing 25 mm thick Seven Only

rough kota stone at bottom and 20 to 25 mm thick Polish

Granite stone ( single piece/ telephonic Black ) top & Vertical

and polished granite stone (single piece/ telephonic Black )

to 25mm thick on top & polished granite round moulded Top

facia patty including polishing etc . complete as per drawing

and specification without stainless steel sink including

necessary cutting for sink & making hole for gas pipe and

fixing P.V.C bend of 25mm dia.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

138 HALF BRICK masonary in common brunt clay building bricks 14.00 Sqmt 634.43 Rupees Six Hundred Thirty Four And

having crusing strength not less than 35 kg./sq.cm.in cement Paise Forty Three Only

mortar 1:4 (1 cement : 4 coarse sand ) (Conventional Bricks)

for Foundation & Plinth.

139 Providing and Fixing Door Eye glass Ultra clear 180 degree 32.00 Nos 248.31 Rupees Two Hundred Forty Eight And

finish with Brass as per detail drawing and as directed by Paise Thirty One Only

Engineer In charge. Rate inclusive of all material, labour and

taxes etc completeoutlet.

140 Providing and fixing letter box having a size of 300mm x 250 28.00 Nos 612.95 Rupees Six Hundred Twelve And

mm as per instruction of engineer in charge. Paise Ninety Five Only

141 Box cutting the road surface to proper slope and camber for 2156.00 Cumt 110.91 Rupees One Hundred Ten And Paise

making slope and camber for making a base for road work Ninety One Only

including removing the excavated stuff and depositing on the

road side slope as directed upto 50 Mt. lead.

142 Providing , supplying & Laying Granular Sub base (GSB) by 285.00 Cumt 1212.73 Rupees One Thousand Two Hundred

providing couarse graded material , spreading in uniform layer Twelve And Paise Seventy Three

with motor grader on prepared surface mixing by mix in place Only

method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density complete as per morth

143 Supplying of graded stone aggregate of following sizes. (for 527.00 Cumt 890.66 Rupees Eight Hundred Ninety And

W.B.M.) (3)Crushed stone aggregate for hard quality up Paise Sixty Six Only

40mm to 63mm size.

144 Spreding the stone aggregate for soling and W.B.M incl. filling 527.00 Cumt 272.60 Rupees Two Hundred Seventy Two

the interstics forming the surface to required camber and And Paise Sixty Only

gradient (ii) 40mm to 63mm size.

145 Supplying of murrum road crust filler on W.B.M surface etc 129.00 Cumt 304.00 Rupees Three Hundred Four Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

146 Spreding blidage or Road crust filling the gaps in metal and 129.00 Cumt 161.19 Rupees One Hundred Sixty One And

leveling to cambert and gradient as directed (i) murrum Paise Nineteen Only

147 Rolling and consolidation water bound macadam (except 8523.00 Sqmt 18.47 Rupees Eighteen And Paise Forty

laterite and Kankar)including watering not exceeding 150 mm Seven Only

thickness (Main layer including binding materials) including

filling in depression which occur during the process. (b) With

power roller exceeding 8 tonne and not exceeding 12 tonne.

148 Providing and laying in position Ready Mixed M-300 grade 512.00 Cumt 4666.97 Rupees Four Thousand Six Hundred

concrete for reinforced cement conctere work , using cement Sixty Six And Paise Ninety Seven

content as per approved Design Mix manufactured in fully Only

automatic batching plant and transported to site of work in

transit mixer for any lead having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C.

from transit mixer to site of laying & finishing, Including

providing formwork and the cost of centering shuttering,

Providing & Mixing admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability

as per direction of the Engineer - in - charge. Without Fly Ash

But Excluding Cost Of Reinforcement (Min cement level as

per latest IS 456 shall be maintained) for Construction of

concrete road using Trimix System having of any thickness

with providing and fixing & removing of "C" channel having

size 75mm x 75mm as per required level slope and thickness

of concrete road floor leveling of place concrete with surface

vibrator machine, dewatering system device finishing with

power floater machine and trowel light brooming on the

surface as directed with providing expansion joint size 20 x

190mm using of concrete cutter machine including curing

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

149 Providing & fixing 25mm dia Mild Steel Dowel Bars with PVC 321.00 Nos 133.14 Rupees One Hundred Thirty Three

Sleeves and PVC pipe plug/Cap of suitable for 25mm dia bars And Paise Fourteen Only

Rates are inclusive of all materials, labours & taxes etc are

completeas per detailed drawing, specification & instruction of

Engineer in Charge.

150 Providing & making & Cutting the road surface of any required 943.00 Rmt 36.80 Rupees Thirty Six And Paise Eighty

depth & thickness with Machine Cutter with polysulphide Only

sealant etc. complete as per direction of Engineer incharge.

151 Providing and laying and fixing 25 mm thick expansion joint by 18.00 Sqmt 738.13 Rupees Seven Hundred Thirty Eight

hydro cell semi rigid UV resistance with high performance And Paise Thirteen Only

laminated closed cell polythene foam joint filler in sheet foam

as directed, etc. complete.

152 Providing & Laying ( to level or slopes ) and jointing reinforce 70.00 Rmt 671.32 Rupees Six Hundred Seventy One

concrete non pressure pipes I.S. class NP 2 of the following And Paise Thirty Two Only

internal diameter with collars & butt ends prepaid for collar

joints including testin of joints. 300 mm dia pipe .

153 Granite stone Cobbles as speed table Providing and fixing 120.00 Sqmt 3928.85 Rupees Three Thousand Nine

10x10x7.50 cm Granite cobbles/ stone block hand cut and Hundred Twenty Eight And Paise

chisel dressed on top, for paving in floors, speed table, path Eighty Five Only

way etc .laid over 40mm thick base mortar 1:4 (1cement :

4coarse)sand with joints 10mm wide filled with same mortar

with matching pigment including ruled pointing etc. complete

as per direction of engineer-in charge.

154 Providing and fixing rolling shutters of approved make made 9.00 Sqmt 4501.00 Rupees Four Thousand Five Hundred

of 80 mm wide M.S. laths inter-locked together through their One Only

entire length and jointed together at the ends by end locks

mounted on specially designed pipe shaft with bracket plates,

guide channels and arragements for inside and outside

locking with push-pull operation including the cost of hood

cover and spring etc. complete. (B) Shutters having width

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

155 Providing and fixing 600 mm dia concertina coil made out of 736.00 Rmt 631.87 Rupees Six Hundred Thirty One And

hot dip galvanised iron concertina coil made out of 2.5mm dia Paise Eighty Seven Only

wirewith 22mm long razor sharp barbs at 35mm center to

center fitted on 40 x 40 x 5 mm M.S.Angle post of required

shape and size at 3m c/c distance.Concertina coil shall be

fixed on M.S.Angle stand with the help of 4 nos.RBTwire

M.S.angle stand shall be fixed on top of compound wall .Rate

is inclusive of applying one coat of primer and three coats oil

painting on M.S.Angle stand as directed by enginner in

156 Providing & fixing precast R.C.C. Frame with Cover MD 10 50.00 Nos 2012.50 Rupees Two Thousand Twelve And

Ton (Rubber Mould Finish) inner Size 600 x 800mm with all Paise Fifty Only

Necessary Fittings.

157 Providing and laying Plantations including providing and fixing 211.00 Nos 600.00 Rupees Six Hundred Only

tree guard.. Rates are also inclusive of maintaining the plants

in live condition at the time of the execution of the building. i.e.

Initial starting time. [The tree shall be planted]. (Height should

be minumum 1.5m)

158 Providing & planting Shrubs. 366.00 Nos 200.00 Rupees Two Hundred Only

159 Providing & planting Partition Plants. 42.00 Nos 300.00 Rupees Three Hundred Only

160 Providing and laying lawn for land scrapping including 9200.00 Sqmt 150.00 Rupees One Hundred Fifty Only

watering for all floors.

161 Providing and fixing Pre-cast concrete Kerb Stone of gray 792.00 Rmt 371.21 Rupees Three Hundred Seventy One

cement based concrete block 30cm length, 30cm height and And Paise Twenty One Only

15cm thick of M250 grade concrete as per approved design

and including excavation for fixing in proper line and level,

filling the joint with C:M 1:3 (1cement :3fine sand) etc

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

162 Provinding & Fixing Pre cast concrete R.C.C. Bench of grey 50.00 Nos 2766.00 Rupees Two Thousand Seven

cement based bench and back support size 1520 X 460 X Hundred Sixty Six Only

50mm with 2 nos of vertical support of M250 grade concrete

finished with glazed tiles pieces fixed in white cement with

matching pigment as per approved design and including

excavation for fixing in proper line and level , Filling, etc.

163 Clearing and grubbing road land including uprooting rank 2.20 Hectare 28173.36 Rupees Twenty Eight Thousand One

vegetation grass bushes, shrubs, sapling and trees girth up to Hundred Seventy Three And Paise

300 mm removal of stumps of trees cut earlier and disposal of Thirty Six Only

unserviceable materials (C) By mechanical means in area of

164 Providing and fixing Pre-cast Rubber Dye/ Steel Dye inter 2403.00 Sqmt 700.54 Rupees Seven Hundred And Paise

locking concrete Block 60mm thick grade of concrete M300 Fifty Four Only

pnumatic compressed/vibrated mechanically and as per

approved design Conforming to IS 15658:2006 including

35mm sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC: SP 63-2018

etc. complete. As per GSPHCL approved make list.

165 Provinding ,supplying D.I. K-7 grade pipes with internal 154.00 Rmt 873.00 Rupees Eight Hundred Seventy Three

cement mortar lining suitable for water supply line including Only

all taxes ,insurance transportation, freight, octroi,, inspection

charges,loading, unloading,conveyance to sites etc.comp(IS

8329/1994) & Lowering, laying and jointing C. I. S & S Spun

pipes suitable for Tyton joints / Mortarlined D. I. K-7 Pipes of

various classes with CI / MS specials of following diameters in

proper position, grade and alignment as directed by Engineer-

in-charge including hydrulic testing etc comp. 80MM D.I. K-7

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

166 Manufacture, Supply & Delivery of Ductile Iron Flange socket 61.00 KG 148.00 Rupees One Hundred Forty Eight

spigot bends, tees, reducers or any other special as per BS- Only

EN- 545/1995 Class- A series K12 suitable for use with DI

pipes manufactured as per IS: 8329/1994 delivery of specials

is to be made to store or site of wroks any where in Gujarat

including all taxes, loading, unloading, carting, stacking,

insurance, inspcetion charges, octroi etc. complete. D.I. / CI

Specials upto 300 mm Diaincluding all necessary tools,

tackle, machine & skill mistry.Socket & Spigot Type (80mm to

167 Providing and supplying ISI mark CI D/F Sluice valves

butterfly valves & Reflux valves of following class and

diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. &

Lowering, laying and jointing in position following C. I. / D/F

Reflux valves, Butterfly valves, Sluice valves and Air valves

including cost of all labour, jointing material, including nut

bolts and giving satisfactory hydraulic testing, etc. complete

(Rate for all class of valves)

a)Sluice \Scour valves with ISI mark for isolating sluice valve

only PN-1 With hand wheel /cap operated (PD type short

body). As per GSPHCL approved make list.

A) 80mm dia. 3.00 Nos 3052.00 Rupees Three Thousand Fifty Two

B) 100mm dia. 15.00 Nos 4002.00 Rupees Four Thousand Two Only

168 Excavation for pipe line trenches for water supply, sewerage 1009.17 Cumt. 135.00 Rupees One Hundred Thirty Five Only

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. Up to 1.5 mt depth.A. in hard murrum

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

169 Excavation for pipe line trenches for water supply, sewerage 878.89 Cumt. 163.00 Rupees One Hundred Sixty Three

line, manhole etc. all with shoring and struting if required as Only

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. upto 1.5 mt depth. in soft rock

170 Excavation for pipe line trenches for water supply, sewerage 502.58 Cumt. 372.00 Rupees Three Hundred Seventy Two

line, manhole etc. all with shoring and struting if required as Only

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. upto 1.50 mt depth. in hard rock

171 Providing, supplying, lowering, laying and jointing CPVC 427.00 Rmt 2684.01 Rupees Two Thousand Six Hundred

(SDR 13.5) PIPE having National Sanitation Eighty Four And Paise One Only

Foundation (NSF) seal for potable water of following dia.

nominal bore tube fittings with all specialsetc. complete.

mm. As per GSPHCL approved make list.

172 Construction of valve chambers in brick masonry, locally 18.00 Nos 5380.00 Rupees Five Thousand Three

available in C.M. 1:6 Foundaion concrete 150mm thick in C.C. Hundred Eighty Only

1:4:8 of trap metal size 25 to 40mm thick, inside cement

plaster in C.M. 1:3 and cement pointing outside in C.M. 1:3

and top of precast RCC Slab 100mm thick(with key hole in

two parts, each with handles or MS bar etc. complete as

given size) upto 1 mt. depth from G.l or upto pipe invert level

incl. complete civil works but excl. cost of excavation and

refilling.with precast slab in 2 parts 15 cm thick a- 0.60 x

173 Refilling the pipeline trenches incl. ramming, watering, 2478.98 Cumt 22.00 Rupees Twenty Two Only

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

174 Preparing structural design of RCC Under Ground / Partially 1.00 Job 461914.29 Rupees Four Lakh(s) Sixty One

under ground / above high ground level Reservoir of required Thousand Nine Hundred Fourteen

capacity as per relevant I.S. standards and constructing the And Paise Twenty Nine Only

same, including excavation in all types of soil strata (including

rock) including shoring strutting if required, for loose soil / to

protect from collapse, casting 100 mm thick P.C.C. levelling

course in M-15, Refilling the pit with proper soil and disposing

of the surplus stuff at all lead. Including cement plaster in CM

1:2 with approved water proofing compound to all over inside

container (i.e. walls, base, top slab/dome bottom etc. all).

Including all types of labour and material charges of lowering,

laying, erecting / hosting and jointing of pipe assembly to inlet,

outlet overflow, washout and bye pass arrangement as per

hydraulic design. Providing and fixing accessories, CI

Manhole frame and cover, water level indicator, adequate

cowl type ventilators or lantern type ventilator with stainless

steel jail. RCC chambers for valves. Providing and applying

three coats of weather coat paint like apex to the out side face

of structure. It also includes satisfactory water tightness test

as per relevant I.S. code and painting name of scheme and

capacity on the tank as per direction of engineer in charge.

a) List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

b) General Specifications:-

(1) Water depth in container shall be adopted as per data of

tender. Capacity shall be calculated excluding free board of

the reservoir. If water depth is not specified, the suitable water

depth / acceptable to field engineer in accordance with

hydraulic requirement shall be adopted for capacity.

(2) Shape of container (in plan) specified by in data shall be

adopted in absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area)

at site / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by

structure and proposed sump should be considered.

(5) Care shall be taken that no damage should occur to

nearby existing structure. Compensation shall be paid for the

same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) Corrosion resistance Steel reinforcement (Grade Fe-

500/500D) bars shall be used as per detailed specification.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

c) (8) Minimum size (or thickness) of various components shall be

provided as per tender criteria / specifications in absence as per

I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for

various components in tender data / specifications shall be provided

(9) The safe bearing capacity (SBC) shall be referred from SBC test

report. In absence of report it shall be referred from data sheet. If

poor soil is found / water table is met with during excavation SBC

shall be scientifically ascertained and design shall be revise. No

extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is not specified

(11) The rate shall include cost of dewatering during excavation

making all arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to

ground water table specified in data or actual ground water table

meets with during excavation. If GWT / Uplift is mentioned in tender

and during excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when

sump height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to

sump top slab based on the height of the GSR above/below the

(14.b) RCC Staircase with SS railing to be provided inside reservoir

container. BB Masonry staircabin to be provided to cover the same

with MS safety door having locking arrangement.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

d) (15) Appearance of structure should be aesthetically good

looking acceptable to authority.

(16) Any change in size, shape, depth below GL, height above

GL, water depth, F.B., size of member etc can be permitted in

exceptional case due to site condition or hydraulic design

requirement by C.E. No extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth,

reduction in size if permitted by competent authority and if it

reduces quantity then payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or

suitable compartments acceptable to executive engineer shall

be designed and provided.

(19) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and he / she

shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed

as per tender condition. Till the work shall be treated as

Above conditions / general specifications Sr. No. 1 to 20 are

part and parcel of tender (contact) and prevail over other

provisions in tender.

e) For Rectangular Sump with watertable (sub soil water level

above foundation)

For 1 lakh lts capacity

Total 1 Lakh lts.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

175 Preparing structural design of RCC Under Ground / Partially 1.00 Job 1477571.79 Rupees Fourteen Lakh(s) Seventy

under ground / above high ground level Reservoir of required Seven Thousand Five Hundred

capacity as per relevant I.S. standards and constructing the Seventy One And Paise Seventy Nine

same, including excavation in all types of soil strata (including Only

rock) including shoring strutting if required, for loose soil / to

protect from collapse, casting 100 mm thick P.C.C. levelling

course in M-15, Refilling the pit with proper soil and disposing

of the surplus stuff at all lead. Including cement plaster in CM

1:2 with approved water proofing compound to all over inside

container (i.e. walls, base, top slab/dome bottom etc. all).

Including all types of labour and material charges of lowering,

laying, erecting / hosting and jointing of pipe assembly to inlet,

outlet overflow, washout and bye pass arrangement as per

hydraulic design. Providing and fixing accessories, CI

Manhole frame and cover, water level indicator, adequate

cowl type ventilators or lantern type ventilator with stainless

steel jail. RCC chambers for valves. Providing and applying

three coats of weather coat paint like apex to the out side face

of structure. It also includes satisfactory water tightness test

as per relevant I.S. code and painting name of scheme and

capacity on the tank as per direction of engineer in charge.

a) List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

b) General Specifications:-

(1) Water depth in container shall be adopted as per data of

tender. Capacity shall be calculated excluding free board of

the reservoir. If water depth is not specified, the suitable water

depth / acceptable to field engineer in accordance with

hydraulic requirement shall be adopted for capacity.

(2) Shape of container (in plan) specified by in data shall be

adopted in absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area)

at site / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by

structure and proposed sump should be considered.

(5) Care shall be taken that no damage should occur to

nearby existing structure. Compensation shall be paid for the

same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) Corrosion resistance Steel reinforcement (Grade Fe-

500/500D) bars shall be used as per detailed specification.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

c) (8) Minimum size (or thickness) of various components shall be

provided as per tender criteria / specifications in absence as per

I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for

various components in tender data / specifications shall be provided

(9) The safe bearing capacity (SBC) shall be referred from SBC test

report. In absence of report it shall be referred from data sheet. If

poor soil is found / water table is met with during excavation SBC

shall be scientifically ascertained and design shall be revise. No

extra shall be paid for increase in quantity.

(10) DI pipes and special shall only be used if type is not specified

(11) The rate shall include cost of dewatering during excavation

making all arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to

ground water table specified in data or actual ground water table

meets with during excavation. If GWT / Uplift is mentioned in tender

and during excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when

sump height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to

sump top slab based on the height of the GSR above/below the

(14.b) RCC Staircase with SS railing to be provided inside reservoir

container. BB Masonry staircabin to be provided to cover the same

with MS safety door having locking arrangement.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

d) (15) Appearance of structure should be aesthetically good

looking acceptable to authority.

(16) Any change in size, shape, depth below GL, height above

GL, water depth, F.B., size of member etc can be permitted in

exceptional case due to site condition or hydraulic design

requirement by C.E. No extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth,

reduction in size if permitted by competent authority and if it

reduces quantity then payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or

suitable compartments acceptable to executive engineer shall

be designed and provided.

(19) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and he / she

shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed

as per tender condition. Till the work shall be treated as

Above conditions / general specifications Sr. No. 1 to 20 are

part and parcel of tender (contact) and prevail over other

provisions in tender.

e) For Rectangular Sump with watertable (sub soil water level

above foundation)

For 4 lakh lts capacity

176 Construction of ESR upto 20 meter Height & 2,00,000 Litre 1.00 Job 2858124.12 Rupees Twenty Eight Lakh(s) Fifty

Capacity Eight Thousand One Hundred Twenty

Four And Paise Twelve Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

a) Designing structurally (and aesthetically) complying provisions

of relevant Indian standards and constructing RCC Elevated

service Reservoir of the following capacity and height , using

data of S.B.C of proposed site , Seismic zone, Wind speed

Zone.Including (1) Container shape any suitable type(or as

specified), (2) Staging consisting of column brace trestle /

shaft / combination column- brace trestle and shaft as

appropriate(or as specified) and (3) Appropriate foundation

system. This includes excavation in all types of soil

strata(including hard rock ), casting100 mm thick P.C.C.

levelling course in M-15 , Refilling the pit with proper soil and

disposing of the surplus stuff within a lead of 50 meters. (4)

This will also include cement plaster in CM 1:3 with approved

water proofing compound to inside face of container. (5) All

types of labour & material charges of lowering , laying,

erecting / hoisting & joining of pipe assembly of Inlet, Outlet

overflow,washout and bye pass arrangement as per hydraulic

design are including. (6) Providing and fixing

b) accessories(specified) like MS / GI Ladder CI Manhole frame

and covers, water level indicator , lightening conductor, GI

Pipe railing around walk way, at roof level, at gallery and

around landing of inside shaft, Adequate cowl type ventilators

or lantern type ventilator with stainless steel jali. (7) Scope of

work includes constructing RCC spiral staircase with

adequate tie beams ,staircase footing ,B.B. Masonry

chambers for valves. ventilating shaft and ventilators as well

as door in shaft .(8) including providing and applying three

coats of Providing and applying three coats of weather coat

paint like apex to the out side face of structure. (9) It also

includes satisfactory water tightness test as per relevant I.S.

Code and painting name of scheme & capacity on the tank as

per direction of engineer in charge.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

c) List of Indian Standards for design of ESR:

Note:The structural design of ESR shall be in accordance with

provisions of relevant Indian Standards

(1) The Min. concrete grade for RCC shall be M :30.

Proportion of concrete ingredients shall be as per Mix design

using weigh batching.

(2) Corrosion resistance Steel reinforcement (Grade Fe-

500/500D) bars shall be used as per detailed specification.

(3) In case of column –brace trestle type staging having more

than 6 columns internal horizontal bracing is obligatory. One

bracing shall be at foundation level in case of Individual

(4) Min. size/ thickness of various components shall be

provided as per design criteria/specifications/IS Code ( or as

per std. practice). Capacity of the ESR shall be considered

excluding free board.

(5) Minimum dimensions specified for various components in

tender data /specifications should be provided.

(6) The Safe bearing capacity (SBC) /allowable pressure on

soil shall be referred from latest SBC test report or tender

datasheet. During execution If poor soil strata or ground water

table is encountered, the SBC shall have to be re ascertained

and the design should be revised accordingly.

(7) Maximum spacing between horizontal bracings shall be

m (storey height).

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

d) (8) The BB Masonry cabin with MS door shall be constructed

when spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase shall be provided and fixed

for access to roof when height of roof from G.L. is up to 10 m.

For ESR having more than 10 m height proper RCC staircase

or suitable RCC spiral staircase shall be constructed. Railing

should be provided through out the staircase and around the

(10) For ESR-having staging height more than 15 m the

spiral staircase shall be provided inside the staging with

effective tie beams in more than one direction.

(11) Water level indictor shall be provided and fixed float type

/electronic (as specified ).

(12) The rate shall include providing and fixing pipes,

specials, and valves required for inlet, outlet , wash out, over

flow and bye pass arrangement. The scope of work includes

constructing supporting RC pillars, erecting, laying ,fixing

and joining pipes and specials etc up to 5m length from face

of staging (outer most column).

(13) DI pipes & specials shall only be used .

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

e) (14) The rate shall include cost of dewatering during

execution making all arrangement with any dewatering

(15) The structure shall be designed properly for uplift due to

Ground water table specified in data or GWT encountered

during execution. No extra payment shall be paid for the

(16) Effective curing shall be carried out up to required period

as per specifications.

(17) Agency shall engage qualified (at least

graduate)consulting engineer for designing the structure and

he/she shall visit the site for guidance of work at all levels

(i.e. below foundation, up to GL, above GL for all lifts up to

(18) 75 % part rate shall be payable for Concrete,

Reinforcement and Plastering items of container until

satisfactory hydraulic testing for water tightness is performed.

Or as per tender condition. Till then the work shall be treated

Above conditions / general specifications Sr. No. 1 to 18 are

part & parcel of tender(contract)

Rate of ESR upto height (L.S.L) 20 mt height from G.L. &

SBC Sqaure foundation per design & report of SBC by the

agency for Capacity 2,00,000 litres ith above conditions and

general specfications for Zone-3

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

177 Designing (aesthetically) and constructing R.C.C concrete 36.00 Sqmt 10365.68 Rupees Ten Thousand Three

grade M -25 frame structure of pump room with Hundred Sixty Five And Paise Sixty

Positive/Negetive suction , RCC concrete grade M -25 for Eight Only

slab, beams, columns & Brick Masonary wall In C:M 1:6 with

15mm thick cement plaster in CM 1:3 including electrical

arrengment as per the specification & as directed by Engineer

in charge 6.00 x 6.00 x 3.60 mt Size All associated civil

works complete. Without Gantry structure -3.60 M

height(Plinth level to top slab beam botom)

1. Minimum 15 % opening for ventilation should be provided.

2. Pump room rolling shutter, door and windows of aluminium

section and window grill of iron should be provided (Included

3. Plinth level of Pump house should be min.1 meter above

4.Cost does not include foundation for pumping machinery.

178 Drilling of 215 mm dia. bore well in over burden rocky or 500.00 Rmt 414.00 Rupees Four Hundred Fourteen Only

loose collapsible / boulder strata &

lowering of 175 / 200 mm dia. UPVC / PVC / ERW

casing pipe above 12 meters and up to 40 meters

depth by DTH rig with providing suppplying & fitting of bore

cap etc.complete.For Zone-I

179 Providing 175mm dia. UPVC casing pipe "CS" type. 200.00 Rmt 906.00 Rupees Nine Hundred Six Only

180 Lowering and removing of 100 mm dia dropline and 32 mm 370.00 Rmt 148.00 Rupees One Hundred Forty Eight

dia airline for development of each water bearing zone come Only

across up to the full depth of deep tube well of size 200 mm

dia. for the tubewell up to 185 meter depth through suitable air

compressor. The job is for compete period of development.(

where water is very deep and 2/3rd submersion is not

* All the required accessories, machineries etc for above job

will have to be provided by contractors.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

181 Air Compressor:- 600 CFM/150 PSI air compressor should be 2.00 Job 22205.00 Rupees Twenty Two Thousand Two

run minimum for two hrs for 60mtr Depth or upto availability of Hundred Five Only

sand free discharge as per technical specifications.

182 Geophysical Survey for pin point for bore well including survey 2.00 Job 14286.00 Rupees Fourteen Thousand Two

done by GWSSB department with ralay repail of pin point Hundred Eighty Six Only

location including fees to GWSSB department &

Transportation charges.

183 Constructing Brick Masonary Chamber 455 mm x 140.00 Nos 5495.18 Rupees Five Thousand Four Hundred

610mm,450mm deep for underground C.I inspection chamber Ninety Five And Paise Eighteen Only

and bends with brick having crushing stenghth not less then

35 kg/ cm2 in C.M 1:5 R.C.C top slab 1:2:4 mix (1 cement :

coarse sand :4 graded stone aggregate 20mm nominal size )

with 8mm dia steel at 15 cm. C.C and foundation concrete

1:5:10 inside plaster 15mm thick with a flotting coat of neat

cement walls and bed concrete etc. complete. Rate are also

inclusive of outside plaster 15mm thick in C.M 1:3 from top of

chamber and all side upto 45cm deep for multi Or Single

purpose pipe line. (With RCC Cover With Frame MD10 Size

184 Supply of Gravel having size 4 mm to 6mm size 25.20 Cumt 2029.00 Rupees Two Thousand Twenty Nine

185 Providing & fixing precast R.C.C. Frame with Cover MD 10 2.00 Nos 1702.00 Rupees One Thousand Seven

Ton (Rubber Mould Finish) inner Size 600 x 450mm with all Hundred Two Only

Necessary Fittings.

186 Drilling of 165 mm dia. bore well by DTH rig in rocky formation 140.00 Rmt 311.00 Rupees Three Hundred Eleven Only

in all districts of Zone I (SONGADH, NIZAR AND UCHHAL.)

187 Manufacture, supply & delivery of ISI marked UPVC Casing 140.00 Rmt 576.00 Rupees Five Hundred Seventy Six

pipe (IS 12818 Only

with latest amendment.125.00 mm nominal dia. " CM " Type

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

188 Providing and supplying of Class SN8 Structured Wall 907.00 Rmt 396.00 Rupees Three Hundred Ninety Six

polyethelene Piping systems (Pipe with online/offline coupler Only

and elastomeric sealing ring) with non-smooth External

Annular Corrugated and Smooth Internal Surfaces (Double

Wall) for non-pressure underground Sewerage & Drainage

application as per EN:13476-3 including all local and central

taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental

stores etc. complete.(ID Dia) & Lowering, laying and jointing

of class SN 8 structured wall ( External Annular Corrugated

& Smooth Internal surface) Polyethylene Piping and fittings

with the help of coupler ( on line / off line ) attached with one

end of pipes, sliding over the elastomeric sealing rubber ring

placed on the specified valley of the corrugation at the spigot

end, lowering the same into the trench at all level, laying on

the lower bedding (constructed at bottom of trenches) at

prescribed gradient,depth & alignment ,flow testing, ensuring

the continuity tests of specified pipe segments etc. complete

as per drawing,specifications & detailed engineering,

including carriage of pipes & fittings from site stacks to the

place of laying etc. as per direction of Engineer-in-charge.

A) Corrugated DWC HDPE pipes (non-pressure pipes) SN

150 mm dia. As per GSPHCL approved make list.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

189 Providing and supplying of Class SN8 Structured Wall 379.00 Rmt 771.00 Rupees Seven Hundred Seventy One

polyethelene Piping systems (Pipe with online/offline coupler Only

and elastomeric sealing ring) with non-smooth External

Annular Corrugated and Smooth Internal Surfaces (Double

Wall) for non-pressure underground Sewerage & Drainage

application as per EN:13476-3 including all local and central

taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental

stores etc. complete.(ID Dia),Lowering, laying and jointing of

class SN 8 structured wall ( External Annular Corrugated &

Smooth Internal surface) Polyethylene Piping and fittings with

the help of coupler ( on line / off line ) attached with one end

of pipes, sliding over the elastomeric sealing rubber ring

placed on the specified valley of the corrugation at the spigot

end, lowering the same into the trench at all level, laying on

the lower bedding (constructed at bottom of trenches) at

prescribed gradient,depth & alignment ,flow testing, ensuring

the continuity tests of specified pipe segments etc. complete

as per drawing,specifications & detailed engineering,

including carriage of pipes & fittings from site stacks to the

place of laying etc. as per direction of Engineer-in-charge. A)

Corrugated DWC HDPE pipes (non-pressure pipes) SN 8

mm dia. As per GSPHCL approved make list.

190 R.C.C. precast manhole, frame and cover, manufacture, 21.00 Nos 1121.00 Rupees One Thousand One Hundred

supply and delivery at store or site of work precast R.C.C. Twenty One Only

frame and cover (M200), suitable to drainage manhole and as

per type design and drawing including cost of reinforcement,

MS angles or flat, curing, mold work etc.complete. 1. Heavy

duty- with 50 cm opening of MH > Frame

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

191 R.C.C. precast manhole, frame and cover, manufacture, 21.00 Nos 1173.00 Rupees One Thousand One Hundred

supply and delivery at store or site of work precast R.C.C. Seventy Three Only

frame and cover (M200), suitable to drainage manhole and as

per type design and drawing including cost of reinforcement,

MS angles or flat, curing, mold work etc.complete. 1. Heavy

duty- with 50 cm opening of MH > Cover

192 Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and

outside 20mm thick plastering in C. M. 1:3 necessary 100 mm

coping with reinforcement in R.C.C.M. 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house

connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper manhole

etc. complete, providing and fixing safety chain wherever

necessary as per the stipulations in the type design complete

as per latest CPHEEO manual. (excl. excavation).

192a 1. Manhole type 'A' - Circular, having inside diameter of

1200mm for depth upto 1.5m (150 to 500mm dia. sewers).

I) > Upto 1.00m depth 11.00 Nos 12179.00 Rupees Twelve Thousand One

Hundred Seventy Nine Only

II) > Beyond 1.00m and upto 1.50m depth 1.12 Rmt 6628.00 Rupees Six Thousand Six Hundred

Twenty Eight Only

192b 2. Manhole type 'B' - Circular, having inside diameter of

1500mm for depth upto 1.50 to 4.00m (150 to 600mm dia.

I) > Upto 1.50m depth 9.00 Nos 21116.00 Rupees Twenty One Thousand One

Hundred Sixteen Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

II) > Beyond 1.50m and upto 4.00m depth 9.48 Rmt 12313.00 Rupees Twelve Thousand Three

Hundred Thirteen Only

192c 3. Manhole type 'C' - Circular, having inside diameter of

1500mm for depth upto 4.00 to 6.00m (150 to 1800mm dia.

I) > Upto 4.00m depth 1.00 Nos 52908.00 Rupees Fifty Two Thousand Nine

Hundred Eight Only

II) > Beyond 4.00m and upto 6.00m depth 0.14 Rmt 18786.00 Rupees Eighteen Thousand Seven

Hundred Eighty Six Only

193 Design, Supply, Installation, Testing & Commissioning (SITC) 1.00 Job 6811000.00 Rupees Sixty Eight Lakh(s) Eleven

of a 60 KLD Moving Bed Biofilm Reactor (MBBR) based Thousand Only

Sewage Treatment Plant complete with a 3-month successful

performance trial run (trial run shall be excluding power cost).

Scope of Work (Mechanical & Process):

The plant process shall comprise a primary treatment stage

with an SS 304 Bar Screen and an Oil Skimmer system; a

secondary biological treatment stage comprising an Anoxic

Tank, an Aeration Tank (designed to maintain a minimum

dissolved oxygen level of 2.0 mg/Liter utilizing virgin MBBR

Media,Screen Guards to Prevent MBBR Media Washout and

an EPDM fine bubble diffuser network), and a Tube Settler;

followed by a tertiary treatment stage comprising a Chlorine

Dosing System, a vertical downstream Pressure Sand Filter

(PSF), and an Activated Carbon Filter (ACF). Sludge handling

shall feature a Sludge Holding Tank, Sludge

Recirculation/Transfer Pumps, a Centrifuge Feed Pump, and

a mechanical Centrifuge Sludge Dewatering System complete

with a Poly-dosing unit. All process pumps and twin-lobe air

blowers shall be provided in a 1W+1S (1 Working +

Standby) configuration and shall be equipped with Variable

Frequency Drives (VFDs).

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

a) Scope of Work (Electrical, Piping & Engineering):

Scope includes the supply and layout of all interconnected

UPVC Schedule 80 piping for water and air networks(From

Blower Outlet to the Drop Header: Use Mild Steel (MS) pipe

for a minimum continuous length of 3 meters. This metallic

span acts as a heat sink, radiating heat away safely),

gunmetal/cast iron process valves, and comprehensive

instrumentation including an Electromagnetic Flow Meter,

Rotameter, Level Switches, and Pressure Gauges.

Electrification shall include an IP 55, floor/panel-mounted PLC-

based pump controller featuring status/trip indicating lamps

for all feeders, interlocking logic, dry-run protection, cascade

operations, local/remote auto-selection, and adequate NO/NC

potential-free contacts for future Building Automation System

(BAS) integration. Scope covers the supply, laying, and

termination of all end-to-end power/control cables and

associated cable tray routing. Contractor shall deliver all

engineering drawings including General Arrangement (GA),

Process & Instrumentation Diagrams (P&ID), Hydraulic Flow

Diagrams (HFD), Operation & Maintenance (O&M) Manuals,

and final As-Built Drawings.

b) Structural Material & Boundary Conditions (Battery Limits):

Excluded from this Contractor Scope (Civil Works): All heavy

civil structural works including the raw sewage Bar Screen

Chamber, Oil & Grease Trap, Equalization/Collection Tank,

Treated Water Tank, These shall be constructed in RCC M30

and the structural equipment foundations shall be constructed

in RCC M25 by the client's civil contractor.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

c) Included in Contractor Scope (Fabricated Metal Structures &

Tanks): Supply(including loading, transpoirtatio, unloading etc

), fabrication, and erection of the Anoxic Tank, Aeration Tank,

Tube Settler Tank, Sludge Holding Tank, and Filter Feed

Tank utilizing heavy-duty Mild Steel plates of minimum 6 mm

thickness, lined internally with 3 mm Fiberglass Reinforced

Plastic (FRP) corrosion protection & outside epoxy painting.

Scope also includes an integrated heavy MS Access

Staircase fabricated with MS channels and 6 mm chequered

plates, a 1-meter-wide peripheral top walkway platform with

chequered plates, structural support members, and a

Continuous safety hand railings shall be provided using

mm NB MS Heavy Class pipes featuring a Top Rail fixed at a

height of 1100 mm above the floor plates, and a Mid Rail fixed

at 550 mm. Crucially, a continuous MS Toe Guard (Kick

Plate) measuring a minimum of 100 mm in vertical height and

5 mm in thickness must be seal-welded directly to the

chequered plate floor along the entire perimeter of the 1-

meter walkway platform and staircase landings. This prevents

tools, spanners, or debris from accidentally slipping off the

edges. The entire assembly must be finished with anti-

corrosive epoxy coatings

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

d) Statutory Permissions & Compliances (Contractor Scope):

The contractor shall be fully responsible for obtaining all

necessary statutory permissions, approvals, and clearances

from relevant government authorities required for the

installation, commissioning, and operation of the STP. The

contractor shall handle the preparation, submission of

technical files, and regular follow-ups. Note: All official

government security deposits and statutory fees shall be

reimbursed by the client upon submission of valid official

receipts, but the execution and coordination responsibility lies

solely within the contractor's scope.

Design Inlet vs. Expected Target Outlet Water

Parameters:The treatment system must be dynamically

designed to consistently treat raw sewage matching the

design inlet values to achieve or exceed the stringent target

outlet parameters specified below:

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

e) Water Parameter Design Inlet Value DOC Expected Target Outlet

Biochemical Oxygen Demand (BOD) 300 – 350 mg/L < 10 mg/L

Chemical Oxygen Demand (COD) 400 – 500 mg/L < 50 mg/L

Total Suspended Solids (TSS) 200 – 250 mg/L < 10 mg/L

Oil & Grease (O&G) 25 – 30 mg/L < 1 mg/L

Total Kjeldahl Nitrogen (TKN) 35 – 40 mg/L < 5 mg/L

Phosphorus 10 mg/L < 1 mg/L

Fecal / Total Coliform Count 1,0,0000 MPN / 100 mL < 100 MPN /

(Note: The contractor may carry out independent testing of the raw

inlet sample; however, the baseline process design parameters

shall not be lower than the values specified above. Any subsequent

variations or modifications required during engineering shall be

executed strictly as per the directions of the project

Architect/Engineer-in-Charge)

if sewage is coming to STP by gravity , consider invert level of

incoming pipe for designing following are the quantity and MOC of

require component, it is indicative may change or any component

add during detail engineering

Equipment / Component Description Technical Specifications / MOC

Bar Screen Chamber MOC: RCC M30 1 Nos Excluded

Bar Screen MOC: SS 304 1 Nos

Oil & Grease Trap MOC: RCC M30, Type: Oil skimmer 1 Nos

Chamber Excluded

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

f) Collection Tank Volume: 30 KL+ INVERT VOLUME, MOC:

RCC M30 1 Nos Excluded

Raw Sewage Transfer Pump Flow: 2.5 m3/hr, Type: Non-

Clog Centrifugal, MOC: CI-CI (1W+1S) 2 Nos

Anoxic Tank Volume: 5 KL, MOC: MSFRP (6 MM + 3 MM)

Anoxic Tank Agitator - 1 Lot

Aeration Tank Volume: 20 KL, MOC: MSFRP (6 MM + 3 MM)

Aeration Tank Supporting Accessories - 1 Lot

MBBR Media MOC: PP 1 Lot

Diffusers Type: Fine Bubble, MOC: EPDM 1 Lot

Air Blower Type: Twin Lobe, Power: 3 HP, Pressure:

kg/cm2 (1W+1S) 2 Nos

Secondary Settling Tank Tube Settler Volume: 6 KL, MOC:

MSFRP (6 MM + 3 MM) 1 Nos

Settling Tank Media MOC: PP 1 Lot

Filter Feed Tank Filter Feed Tank (Quantity: 1 No., Capacity:

4 KL, MOC: MS+FRP 6mm+3mm)

Sludge Holding Tank Volume: 5 KL, MOC: MSFRP (6 MM +

Centrifuge Feed Pump Flow: 1 m3/hr, Head: 1.5 kg/cm2,

MOC: CI-CI 1 Nos

Centrifuge System Capacity: 0.5 m3/hr 1 Nos

Poly Dosing Tank Volume: 100 Liters, MOC: LLDPE 1 Nos

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

g) Sludge Transfer Pump Flow: 2.5 m3/hr, Type: Non-Clog

Centrifugal, MOC: CI-CI (1W+1S) 2 Nos

Filter Feed Tank Volume: 4 KL, MOC: MSFRP (6 MM +

Filter Feed Pump Flow: 2.5 m3/hr, Type: Non-Clog

Centrifugal, MOC: CI-CI (1W+1S) 2 Nos

Pressure Sand Filter Type: Vertical downstream, MOC: FRP,

Media: Sand Pebbles Gravel 1 Nos

Activated Carbon Filter Type: Vertical Downstream, MOC:

FRP, Media: Sand/Gravel/Activated Carbon 1 Nos

Chlorine Dosing Tank Volume: 100 Liters, MOC: LDPE 1 Nos

Chlorine Dosing Pump Capacity: 0-6 LPH, MOC: PP 1 Nos

Treated Water Tank MOC: RCC M30 1 Nos Excluded

Interconnecting Piping MOC: UPVC SCH -80 & MS 1 Lot

Electromagnetic Flow Meter - 1 Nos

Pressure Gauge MOC: SS 1 Lot

Level Switch MOC: PP 1 Lot

Supply ,Installation ,Installation & Commissioning of

Common control panel (compartmental type) and Cabling

for all electrical items like sewage transfer pumps, air

blowers, filter feed pumps, sludge removal pump as well

as dosing system PLC based pump controller, IP

includes comm & cabling 1 Lot

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

h) heavy MS Access Staircase fabricated with MS channels and

6 mm chequered plates, a 1-meter-wide peripheral top

walkway platform with chequered plates, structural support

members, and a Continuous safety hand railings shall be

provided using 40 mm NB MS Heavy Class pipes featuring a

Top Rail fixed at a height of 1100 mm above the floor plates,

and a Mid Rail fixed at 550 mm. Crucially, a continuous MS

Toe Guard (Kick Plate) measuring a minimum of 100 mm in

vertical height and 5 mm in thickness must be seal-welded

directly to the chequered plate floor along the entire perimeter

of the 1-meter walkway platform and staircase landings. This

prevents tools, spanners, or debris from accidentally slipping

off the edges. The entire assembly must be finished with anti-

corrosive epoxy coatings,it is Mandatory to Cover plant with

roof. as mentioned 1 Lot

Operation & maintainance of Sewage Treatment Plant

Charges for providing manpower for operation of STP at site

as per the terms and conditions of the tender . The

charges shall be applicable after handing over of the

system.Including cost of operater, Periodical checking of

the plant, periodical testing of treated water with

submission of reports, oiling, greasing, routine and preventive

maintenance of electrical Items, consumables, chemicals,

disposal of dried sludge as per direction of engineer in

charge, excluding cost of power

Total Time Period -3 Yrs.Manpower : minimum 3 skilled

Operator & 1 semi skilled helper total

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

194 Preparing structural design of RCC Under Ground / Partially

under ground / above high ground level Reservoir (For STP)

of required capacity as per relevant I.S. standards and

constructing the same, including excavation in all types of soil

strata (including rock) including shoring strutting if required,

for loose soil / to protect from collapse, casting 100 mm thick

P.C.C. levelling course in M-15, Refilling the pit with proper

soil and disposing of the surplus stuff at all lead. Including

cement plaster in CM 1:2 with approved water proofing

compound to all over inside container (i.e. walls, base, top

slab/dome bottom etc. all). Including all types of labour and

material charges of lowering, laying, erecting / hosting and

jointing of pipe assembly to inlet, outlet overflow, washout and

bye pass arrangement as per hydraulic design. Providing and

fixing accessories, CI Manhole frame and cover, water level

indicator, adequate cowl type ventilators or lantern type

ventilator with stainless steel jail. RCC chambers for valves.

Providing and applying three coats of weather coat paint like

apex to the out side face of structure. It also includes

satisfactory water tightness test as per relevant I.S. code and

painting name of scheme and capacity on the tank as per

direction of engineer in charge.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

List of Indian Standards for Design of GSR / SUMP:-

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with provisions

relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender.

Capacity shall be calculated excluding free board of the reservoir. If

water depth is not specified, the suitable water depth / acceptable to

field engineer in accordance with hydraulic requirement shall be

adopted for capacity.

(2) Shape of container (in plan) specified by in data shall be

adopted in absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site

/ acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by

structure and proposed sump should be considered.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

(5) Care shall be taken that no damage should occur to nearby existing

structure. Compensation shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) Corrosion resistance Steel reinforcement (Grade Fe-500/500D) bars

shall be used as per detailed specification.

(8) Minimum size (or thickness) of various components shall be provided

as per tender criteria / specifications in absence as per I.S./ Std. practice of

G.W.S.S.B. Minimum dimensions specified for various components in

tender data / specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test report.

In absence of report it shall be referred from data sheet. If poor soil is found

/ water table is met with during excavation SBC shall be scientifically

ascertained and design shall be revise. No extra shall be paid for increase

(10) DI pipes and special shall only be used if type is not specified in

(11) The rate shall include cost of dewatering during excavation making all

arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to ground

water table specified in data or actual ground water table meets with during

excavation. If GWT / Uplift is mentioned in tender and during excavation it

dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when sump

height is ≥ 1.5 meter above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top

slab based on the height of the GSR above/below the ground.

(14.b) RCC Staircase with SS railing to be provided inside reservoir

container. BB Masonry staircabin to be provided to cover the same with MS

safety door having locking arrangement.

(15) Appearance of structure should be aesthetically good looking

acceptable to authority.

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

(16) Any change in size, shape, depth below GL, height above

GL, water depth, F.B., size of member etc can be permitted in

exceptional case due to site condition or hydraulic design

requirement by C.E. No extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth,

reduction in size if permitted by competent authority and if it

reduces quantity then payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or

suitable compartments acceptable to executive engineer shall

be designed and provided.

(19) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and he / she

shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed

as per tender condition. Till the work shall be treated as

Above conditions / general specifications Sr. No. 1 to 20 are

part and parcel of tender (contact) and prevail over other

provisions in tender.

Rectangular With water table

194(A) Screen Chamber (For STP) 400.00 Litre 5.98 Rupees Five And Paise Ninety Eight

194(B) Oil & Grease chamber (For STP) 400.00 Litre 5.98 Rupees Five And Paise Ninety Eight

194(C) Equilization tank (For STP) 38300.00 Litre 5.98 Rupees Five And Paise Ninety Eight

194(D) Treated Water Storage Tank (For STP) 25500.00 Litre 5.98 Rupees Five And Paise Ninety Eight

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

195 Providing and supplying of Class SN8 Structured Wall 127.00 Rmt 229.00 Rupees Two Hundred Twenty Nine

polyethelene Piping systems (Pipe with online/offline coupler Only

and elastomeric sealing ring) with non-smooth External

Annular Corrugated and Smooth Internal Surfaces (Double

Wall) for non-pressure underground Sewerage & Drainage

application as per EN:13476-3 including all local and central

taxes, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental

stores etc. complete.(ID Dia) & Lowering, laying and jointing

of class SN 8 structured wall ( External Annular Corrugated

& Smooth Internal surface) Polyethylene Piping and fittings

with the help of coupler ( on line / off line ) attached with one

end of pipes, sliding over the elastomeric sealing rubber ring

placed on the specified valley of the corrugation at the spigot

end, lowering the same into the trench at all level, laying on

the lower bedding (constructed at bottom of trenches) at

prescribed gradient,depth & alignment ,flow testing, ensuring

the continuity tests of specified pipe segments etc. complete

as per drawing,specifications & detailed engineering,

including carriage of pipes & fittings from site stacks to the

place of laying etc. as per direction of Engineer-in-charge. A)

Corrugated DWC HDPE pipes (non-pressure pipes) SN 8

mm dia. As per GSPHCL approved make list.

196 Providing and fixing S.W. gully trap with C.I. grating brick 88.00 Nos 1234.57 Rupees One Thousand Two Hundred

masonry chamber and water tight C.I. cover with frame of Thirty Four And Paise Fifty Seven

300mm x 300mm size (inside) with standard weight.(i) Square Only

mouth traps.(B) 150mm x 100mm size P or R type

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

197 Provinding ,supplying D.I. K-7 grade pipes with internal 50.00 Rmt 1023.00 Rupees One Thousand Twenty Three

sulphate resistance cement mortar lining suitable for sewage Only

line including all taxes ,insurance transportation, freight,

octroi,, inspection charges,loading, unloading,conveyance to

sites etc.comp(IS 8329/1994) & Lowering, laying and jointing

C. I. S & S Spun pipes suitable for Tyton joints / Mortarlined

D. I. K-7 Pipes of various classes with CI / MS specials of

following diameters in proper position, grade and alignment

as directed by Engineer-in-charge including hydrulic testing

etc comp. including specials 100MM D.I. K-7

198 Providing and casting situ cement concrete in grade M:300

(ingradient as per mix design by weight batching using

granite, quartizite, trap metal of size 12 to 20mm and/or 6 to

12mm inclding scaffolding, centering form work, niddle

vibrated, consolidation, curing and hydraulic testing etc.

complete (excluding cost of reinforcement) a) Base slab

a) RL -3.00 to 6.00 1.59 Cumt 8213.00 Rupees Eight Thousand Two

> Pumping station Hundred Thirteen Only

b) RL -0.00 to 3.00 0.59 Cumt 8213.00 Rupees Eight Thousand Two

>screen chamber Hundred Thirteen Only

c) pumping station(above 25 cm) 5.14 Cumt 8083.00 Rupees Eight Thousand Eighty Three

RL -3.00 to -6.00 Only

d) pumping station(above 25 cm) 5.93 Cumt 8083.00 Rupees Eight Thousand Eighty Three

RL 0.00 to -3.00 Only

e) Screen chamber (Above 15 cm and up to 20 cm) 0.48 Cumt 8412.00 Rupees Eight Thousand Four

RL 0.00 to -3.00 Hundred Twelve Only

Estimated Rate (in Rupees)

Item No. Description Of Item Qty. Unit Amount (Rs.)

In Figure In Words

f) pumping station(above 25 cm) 1.98 Cumt 8083.00 Rupees Eight Thousand Eighty Three

RL 0.00 to 1.00 Only

g) Screen chamber (Above 15 cm and up to 20 cm) 0.96 Cumt 8412.00 Rupees Eight Thousand Four

RL 0.00 to 1.00 Hundred Twelve Only

h) Screen chamber (Above 15 cm and up to 20 cm) 2.88 Cumt 8412.00 Rupees Eight Thousand Four

RL 0.00 to 1.00 Hundred Twelve Only

199 Providing and casting situ cement concrete in grade M:300

(ingradient as per mix design by weight batching using

granite, quartizite, trap metal of size 12 to 20mm and/or 6 to

12mm inclding scaffolding, centering form work, niddle

vibrated, consolidation, curing and hydraulic testing etc.

complete (excluding cost of reinforcement) Pump House over

Well e) Verticle Wall

a) Top Slab(pumping st) 0.63 Cumt 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

b) Beam 0.86 Cumt 8486.00 Rupees Eight Thousand Four