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 Baripada, Dist.- Dang (Including Electrification & Fire Fighting system) (GSTES Priority - 2024-25) (Deposit work)

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 Baripada, 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 9159.06 Cum 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 Soft rock not requiring Blasting 229.06 Cum 281.87 Rupees Two Hundred Eighty One

upto 1.5 mt depth including sorting out and stacking of useful And Paise Eighty Seven Only

materials and disposing of the excavated stuff upto any Lead

3 Excavation for foundation in Soft rock from 1.5 mt.to 3.0 mt. 1534.00 Cum 305.98 Rupees Three Hundred Five And

depth including sorting out and stacking of useful materials Paise Ninety Eight Only

and disposing of the excavated stuff upto any Lead and Lift.

Estimated Rate (in Rupees)

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

In Figure In Words

4 Providing and laying in position Ready Mixed M-150 grade 388.30 Cum 4151.29 Rupees Four Thousand One

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

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 Foundation & Plinth.

5 Providing and laying in position Ready Mixed M-250 grade 2162.00 Cum 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

6 Providing & laying Cement Concrete 1:4:8 ( 1 cement : 4 1204.80 Cum 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.

7 Providing and laying in position Ready Mixed M-250 grade 499.00 Cum 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

shall be maintained) for PLINTH BEAM for any cross

sectional area of beam

8 Applying general insecticide pest control treatment to floors, 5838.00 Sqmt 53.50 Rupees Fifty Three And Paise Fifty

cupboards etc including labour materials etc. complete. Only

Using Imidacloprid 30.5 SCas Per IS 6313 part -II(

(0.075Percentage concentration by mass) is recommended

10.5ml chemical diluted with 5 liters of water application

litre chemical /Sqm of surface is recommended as per I.S.

9 FILLING in plinth with SAND under floors including watering, 587.00 Cum 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

10 Providing and laying in position Ready Mixed M-200 grade 879.00 Cum 4994.63 Rupees Four Thousand Nine

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

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 Grade Slab.

11 Providing and laying in position Ready Mixed M-250 grade 231.00 Cum 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

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

12 Filling available excavated earth (excluding rock ) in 9460.30 Cum 136.11 Rupees One Hundred Thirty Six And

trenches, plinth sides of foundation etc. in layers not Paise Eleven Only

exceeding 20 cms. in depth consolidation each deposited

layer by ramming and watering.

13 Filling in Foundation and Plinth with selected soil or murrum 5671.00 Cum 301.58 Rupees Three Hundred One And

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

consolidating and dressing etc.complete

14 Providing and laying in position Ready Mixed M-250 grade 243.00 Cum 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

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

15 Providing and laying in position Ready Mixed M-250 grade 222.00 Cum 11267.33 Rupees Eleven Thousand Two

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

content as per approved Design Mix manufactured in fully Thirty 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

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

16 Providing and laying in position Ready Mixed M-250 grade 190.00 Cum 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 leadhaving 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

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

17 Providing and laying in position Ready Mixed M-250 grade 20.00 Cum 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

shall be maintained) in Column having any cross sectional

area of Columns at Third Floor.

18 Provinding and Laying cement concrete 1:2:4 (1 cement :2 89.00 Cum 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 any Floor.

Estimated Rate (in Rupees)

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

In Figure In Words

19 Providing and laying in position Ready Mixed M-250 grade 67.00 Cum 9267.44 Rupees Nine Thousand Two

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

content as per approved Design Mix manufactured in fully Four 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

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

20 Providing and laying in position Ready Mixed M-250 grade 64.00 Cum 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

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

21 Providing and laying in position Ready Mixed M-250 grade 52.00 Cum 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 any leadhaving 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

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

22 Providing and laying in position Ready Mixed M-250 grade 3.00 Cum 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

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

23 Providing and laying in position Ready Mixed M-250 grade 159.00 Cum 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

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

24 Providing and laying in position Ready Mixed M-250 grade 118.00 Cum 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

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

25 Providing and laying in position Ready Mixed M-250 grade 174.00 Cum 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

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

26 Providing and laying in position Ready Mixed M-250 grade 15.00 Cum 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 leadhaving 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

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

27 Providing and laying in position Ready Mixed M-250 grade 325.00 Cum 9562.94 Rupees Nine Thousand Five

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

content as per approved Design Mix manufactured in fully Four 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

shall be maintained) in Beam having any cross section area

of BEAM.at Ground 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 302.00 Cum 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

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

29 Providing and laying in position Ready Mixed M-250 grade 259.00 Cum 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

shall be maintained) in Beam having any cross section area

of BEAM.at Second 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 10.00 Cum 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 leadhaving 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

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

31 Providing and laying in position Ready Mixed M-250 grade 11.22 Cum 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

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

13cm for Ground 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 12.00 Cum 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

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

33 Providing and laying in position Ready Mixed M-250 grade 10.00 Cum 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 leadhaving 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

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

13cm for Second 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 760.00 Cum 9159.48 Rupees Nine Thousand One

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

content as per approved Design Mix manufactured in fully Eight 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

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

35 Providing and laying in position Ready Mixed M-250 grade 554.00 Cum 9200.84 Rupees Nine Thousand Two

concrete for reinforced cement conctere work , using cement Hundred 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

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

15cm for First 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 484.00 Cum 9242.20 Rupees Nine Thousand Two

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

content as per approved Design Mix manufactured in fully Twenty 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

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

37 Providing and laying in position Ready Mixed M-250 grade 32.00 Cum 9283.56 Rupees Nine Thousand Two

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

content as per approved Design Mix manufactured in fully Fifty Six 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

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

38 Providing and laying in position Ready Mixed M-250 grade 59.00 Cum 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

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 :

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

39 Providing and laying in position Ready Mixed M-250 grade 73.00 Cum 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 leadhaving 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

shall be maintained) in STAIRCASE for All Floors.

40 Providing and laying in position Ready Mixed M-250 grade 6.00 Cum 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

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

41 Providing and laying in position Ready Mixed M-250 grade 327.00 Cum 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.

42 Providing TMT Bars Fe -500 D Reinforcement for RCC work 770178.50 Kg 76.52 Rupees Seventy Six And Paise Fifty

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

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

Material list of GSPHCL.

43 BRICK WORK using common burnt clay building bricks 687.58 Cum 4237.60 Rupees Four Thousand Two

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

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

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

Estimated Rate (in Rupees)

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

In Figure In Words

44 Providing and Laying Autoclaved Aerated Sand based 916.00 Cum 5990.42 Rupees Five Thousand Nine

cement concrete (AAC) masonry blocks confirming to IS Hundred Ninety And Paise Forty Two

2185 (Part 3) having compressive strength not less than 4.0 Only

N/mm2 (heavy strength) and jointed with block jointing

Adhesive mortar having tensile strength of not less than

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.

Material shall be as per GSPHCL Approved Make List

45 Providing and Laying Autoclaved Aerated Sand based 966.00 Cum 6031.78 Rupees Six Thousand Thirty One

cement concrete (AAC) masonry blocks confirming to IS And Paise Seventy Eight Only

2185 (Part 3) having compressive strength not less than

N/mm2 (heavy strength) and jointed with block jointing

Adhesive mortar having tensile strength of not less than

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.Material shall be as per GSPHCL Approved Make List

Estimated Rate (in Rupees)

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

In Figure In Words

46 Providing and Laying Autoclaved Aerated Sand based 965.00 Cum 6073.14 Rupees Six Thousand Seventy Three

cement concrete (AAC) masonry blocks confirming to IS And Paise Fourteen Only

2185 (Part 3) having compressive strength not less than

N/mm2 (heavy strength) and jointed with block jointing

Adhesive mortar having tensile strength of not less than

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.Material shall be as per GSPHCL Approved Make List

47 Providing and Laying Autoclaved Aerated Sand based 93.00 Cum 6114.50 Rupees Six Thousand One Hundred

cement concrete (AAC) masonry blocks confirming to IS Fourteen And Paise Fifty Only

2185 (Part 3) having compressive strength not less than

N/mm2 (heavy strength) and jointed with block jointing

Adhesive mortar having tensile strength of not less than

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.Material shall be as per GSPHCL Approved Make List

48 Providing 10 mm thick cement PLASTER in single coat on 4054.00 Sqmt 234.51 Rupees Two Hundred Thirty Four

ceilings for interior plastering and finished even & smooth in And 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.

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 3169.00 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.

50 Providing 10 mm thick cement PLASTER in single coat on 2787.00 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.

51 Providing 10 mm thick cement PLASTER in single coat on 173.00 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.

52 Provinding 15 mm thick cement PLASTER in single coat on 8550.80 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

53 Provinding 15 mm thick cement PLASTER in single coat on 7911.00 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

54 Provinding 15 mm thick cement PLASTER in single coat on 7374.00 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

Estimated Rate (in Rupees)

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

In Figure In Words

55 Provinding 15 mm thick cement PLASTER in single coat on 762.00 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

56 Synthetic Texture Plaster with Double Coat Smooth plaster : 13949.00 Sqmt 541.59 Rupees Five Hundred Forty One And

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

for any height 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.

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 53.00 Sqmt 14493.75 Rupees Fourteen Thousand Four

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

Shutter. Making / Construction of Flush Door is with Pine or Seventy Five Only

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 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 & Providing 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 And Fastening.

(1) Aldrops 2 No, 250mm 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 Only.

Estimated Rate (in Rupees)

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

In Figure In Words

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

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

Shutter. Making / Construction of Flush Door is with Pine or Seventy Three Only

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 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, 200mm

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.

59 Providing and fixing in position collapsible steel shutters with 12.00 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

60 Providing, Supplying and Fixing of 32mm (Total) Thick Single Flush 481.00 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

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 Only.

61 Providing & fixing TEAK WOOD DOOR FRAME PATTI 1233.00 Rmt 71.01 Rupees Seventy One And Paise One

40mm x 10mm thick as per per Detail drawigs and as Only

directed by Engineer in charge. Rate are inclusive of all

material, labour, Taxes.Material 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

62 Provide and fixing extruded Domal Alluminium section 789.00 Sqmt 4985.25 Rupees Four Thousand Nine

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

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

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

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

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

x 1.2mm (Section at 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 (Make Jindal).Material used shall be as

per GSPHCL Approved Make List

63 Providing and fixing standared extruded of alluminium 697.00 Sqmt 1509.90 Rupees One Thousand Five Hundred

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

with colour anodized alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as details etc

complete for Fix window. Material Shall be as per the

Approved Make List of GSPHCL.

64 Providing and fixing standard extruded of ALLUMINIUM 126.00 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,atWt.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

65 Providing and fixing Solid PVC Flush Door Shutters 24mm 435.00 Sqmt 4514.72 Rupees Four Thousand Five

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

Foam Sheet (Single extruded) with density not less than 600 Seventy Two 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 100Percentage 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. Material

Shall be as per the Approved Make List of GSPHCL.

66 Providing , Fabricating and fixing M.S. GRILL/GATE of 107174.00 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 ,Structural steel must be

of ISI mark only.

67 Provinding 10 mm thick cement PLASTER in single coat of 1861.00 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.

68 Provinding CEMENT VATA (10cm x 10cm) size quarter 3257.00 Rmt 24.04 Rupees Twenty Four And Paise Four

round in cement mortar (1 : 1) including neat cement Only

finishing, watering etc. Complete.

69 Providing and laying Zycosil in cement ( Polimeric adhesive) 1861.00 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

70 Providing and filling Cinder including watering, consolidation 193.00 Cum 791.68 Rupees Seven Hundred Ninety One

etc.complete. And Paise Sixty Eight Only

71 Providing & laying ordinary CEMENT CONCRETE 1:2:4 ( 1 1221.00 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.

72 Providing and fixing chicken wire mesh Jali 18 guage or fiber 3049.00 Sqmt 64.06 Rupees Sixty Four And Paise Six

mash of 145 GSM and 0.18m wide with necessary screws Only

and nails to joint between R.C.C. column and brick work etc.

complete as per Engineer-in-charge.Wiremesh jali Shall be

relevent to IS Specification.

73 Providing & Laying 24" x 24" Double Charge vitrified 8 to 10 8470.00 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 Forty Only

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. Tiles Shall be as

per the Approved Make List of GSPHCL.

74 Providing & Laying 24" x 24" Double Charge vitrified 8 to 10 676.00 Sqmt 1445.20 Rupees One Thousand Four

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

mm (average) base of cement mortar 1:3 ( 1 cement: 3 Twenty Only

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 .Tiles

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

75 Provinding & laying Printed / Coloured GLAZED TILES 8 mm 6385.00 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 .Tiles Shall be as per the Approved Make

List of GSPHCL.

76 Provinding & laying 24" x 24" Vitrified 8 to 10 mm thick tile 1212.00 Sqmt 1458.33 Rupees One Thousand Four

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

cement: 6 coarse sand) on new surface or fixing on existing Three 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. Tiles Shall be as per the

Approved Make List of GSPHCL.

77 Provinding and Laying 18 mm thick Granite Stone Slab 1734.00 Sqmt 2158.45 Rupees Two Thousand One Hundred

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

thick average base of C.M. 1:6 (1cement : 6 coarse sand)

laid and jointed with grey cement slury including Rubbing and

Polishing etc. Complete for All Floors. Granite shall be

Telephonic Black Colour Or As Per Engineer-In-Charge.

78 Provinding and Laying 18 mm thick Granite Stone Slab for 153.00 Sqmt 2310.63 Rupees Two Thousand Three

Skirting, Dado of approved colour & quality & brand over Hundred Ten And Paise Sixty Three

20mm thick average base of C.M. 1:6 (1cement : 6 coarse Only

sand) laid and jointed 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

79 Providing and Fixing Granite Telephonic Black Colour 15 to 1585.00 Sqmt 2428.00 Rupees Two Thousand Four

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

neat cement slurry laid over 20 mm average base of cement

mortar 1:1(1 cement:1 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.

80 Providing and laying 25mm thick polished KOTA STONE 1922.00 Sqmt 1009.30 Rupees One Thousand Nine And

SLAB FLOORING over 20mm average thick base of cement Paise Thirty Only

mortar 1:6 ( 1 cement : 6 coarse sand) laid over & jointed

with grey cement slurry including rubbing & polishing for all

81 Moulding of Kotastone/Granite stair trade complete as per 1048.00 Rmt 129.95 Rupees One Hundred Twenty Nine

direction of engineer in charge. And Paise Ninety Five Only

82 Providing 3 NOS GROOVE in total length of staircase tread 1048.00 Rmt 82.80 Rupees Eighty Two And Paise Eighty

of size 10mmx10mm finished smooth in parallel line,equally Only

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

flooring ,etc. complete.

83 Providing and laying 25 mm thick polished KOTA STONE 107.00 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 for All Floor.

84 Providing and fixing both side diamond polished machine cut 2511.00 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

85 Providing and fixing both side polished machine cut Granite 173.00 Sqmt 2115.40 Rupees Two Thousand One Hundred

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

support including racking and finishing smooth the surface

including cutting the stone as and where required etc.

complete including rounding of exposed edges etc. complete.

86 Providing and laying Integrated cement based proprietary water proofing treatment of 4147.00 Sqmt 916.03 Rupees Nine Hundred Sixteen And

required thickness over the roof incl.10mm thick waterproofing cement plaster in

cement mortar 1:3 and china mosaic fitting and finally finishing the surface with white Paise Three Only

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 proper

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

50Percentage of cement mortar 1:4(1 cement : 4 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

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

(d)Finishing the surface with china mosaic pieces laid on 10mm thick joint less

cement plaster of mix 1:3 ( 1 cement : 3 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. Material 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

87 Finishing Ceilling/Slop Surface with Plastic Emulsion Paint on 10183.00 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

88 Finishing Wall with Plastic Emulsion Paint on Wall Surface 24204.00 Sqmt 182.39 Rupees One Hundred Eighty Two

(two coats) to give an required shap even shade after And 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 ).

89 Finishing wall with Weather proof exterior emulsion paint on 26427.00 Sqmt 155.21 Rupees One Hundred Fifty Five And

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

Of 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 ).

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

2073 - dark grey for back ground 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

Estimated Rate (in Rupees)

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

In Figure In Words

91 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.

92 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 on completion Project etc. Complete. Paise Eighty Six Only

93 Providing and Fixing of Stainless steel 304 grade pipe(hand 730.00 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.

Material used shall be as per GSPHCL Approved Make List

94 Providing and laying and fixing 50 mm thick expansion joint 461.00 Sqmt 1476.27 Rupees One Thousand Four

by hydro cell semi rigid UV resistance with high performance Hundred Seventy Six And Paise

laminated closed cell polythene foam joint filler in sheet foam Twenty Seven Only

as directed, etc. complete.

95 Providing and Fixing sheet covering over expansions joints 769.00 Rmt 621.63 Rupees Six Hundred Twenty One

with ron screws as per design Aluminium fluted strips And Paise Sixty Three Only

3.15mm thick 200 mm wide

Estimated Rate (in Rupees)

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

In Figure In Words

96 Pro.And fixing single layer Waterproof Gypsum Board 12.5 4174.00 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. Material Shall

be as per the Approved Make List of GSPHCL.

97 Providing and Fixing Proflex type self supported roof (Arch 2016.00 Sqmt 4915.10 Rupees Four Thousand Nine

Type) using cold rolled, Galvalume steel colour sheet 1.35 Hundred 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

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

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

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

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 GSPHCL.

Estimated Rate (in Rupees)

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

In Figure In Words

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. ORRISSA TYPE W.C. PAN Shall be as per the

Approved Make List of GSPHCL.

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

materials, Labour & Necessary Fittings etc. Complete as per Eight 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.

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. 171.00 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.

Estimated Rate (in Rupees)

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

In Figure In Words

104 Providing and fixing 600mm x 450mm bevelled edge mirror 171.00 Nos 850.90 Rupees Eight Hundred Fifty And

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

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

screws and washers.

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

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

as 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

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 Swan Neck Sink Cock with Extended 32.00 Nos 1330.32 Rupees One Thousand Three

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

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

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.

Estimated Rate (in Rupees)

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

In Figure In Words

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

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

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

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. (S.S. Kitchen Sink Shall be of

Nirali, Navkar, Carysil or Krishna make Only) for ALL

FLOORS. Material used shall be as per GSPHCL Approved

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.

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 Paise Eighty Five Only

are 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.

Estimated Rate (in Rupees)

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

In Figure In Words

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. Material

used shall be 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. Material

used shall be 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. Material

used shall be 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. Material

used shall be as per GSPHCL Approved Make List

117 Providing and fixing concealed center point to wall ceiling & 514.00 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. Material

used shall be as per GSPHCL Approved Make List

Estimated Rate (in Rupees)

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

In Figure In Words

118 Providing and fixing concealed center point to wall ceiling & 150.00 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. Material

used shall be as per GSPHCL Approved Make List

119 Providing and Fixing Gun Metal Handle/wheel Valve with all 69.00 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/wheel Valve with all 62.00 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/wheel Valve with all 35.00 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/wheel Valve with all 17.00 Nos 2400.86 Rupees Two Thousand Four

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

approved by makelist of GSPHCL.

123 Providing and Fixing Gun metal Handle/wheel Valve with all 14.00 Nos 4964.03 Rupees Four Thousand Nine

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

approved by makelist of GSPHCL. Only

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.

Estimated Rate (in Rupees)

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

In Figure In Words

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 16.00 Nos 187.96 Rupees One Hundred Eighty Seven

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

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. Pipe Shall be as per the

Approved Make List of GSPHCL.

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

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

Rate 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.Pipe 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

131 Providing and fixing to wall, ceiling and floor UPVC/SWR 1190.00 Rmt 245.74 Rupees Two Hundred Forty Five And

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

Rate 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.Pipe Shall be as per the Approved Make List of

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

75 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.

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

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.

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

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

moulded Polyethylene Three 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.

Estimated Rate (in Rupees)

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

In Figure In Words

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

with U Bolt Rubber Mounted for Pipe supporting clamping And 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 107.00 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 )

20 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.

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

finish with Brass as per detail drawing and as directed by And 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

Estimated Rate (in Rupees)

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

In Figure In Words

141 Box cutting the road surface to proper slope and camber for 2114.00 Cum 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) 255.00 Cum 1212.73 Rupees One Thousand Two Hundred

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

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

place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density complete as per

morth specification

143 Supplying of graded stone aggregate of following sizes. (for 568.00 Cum 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. 568.00 Cum 272.60 Rupees Two Hundred Seventy Two

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

and gradient (ii) 40mm to 63mm size.

145 supplying of murrum on W.B.M surface etc comp 115.00 Cum 304.00 Rupees Three Hundred Four Only

146 Spreding blidage road crust filler or Road crust filling the 115.00 Cum 161.19 Rupees One Hundred Sixty One And

gaps in metal and leveling to cambert and gradient as Paise Nineteen Only

directed (i) murrum

147 Rolling and consolidation water bound macadam (except 7644.00 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.

Estimated Rate (in Rupees)

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

In Figure In Words

148 Providing and laying in position Ready Mixed M-300 grade 459.00 Cum 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 leadhaving 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 etc. comp

149 Providing & fixing 25mm dia Mild Steel Dowel Bars with PVC 282.00 Nos 133.14 Rupees One Hundred Thirty Three

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

bars 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 853.00 Rmt 36.80 Rupees Thirty Six And Paise Eighty

required depth & thickness with Machine Cutter with Only

polysulphide sealant etc. complete as per direction of

Engineer incharge.

Estimated Rate (in Rupees)

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

In Figure In Words

151 Providing and laying and fixing 25 mm thick expansion joint 16.00 Sqmt 738.13 Rupees Seven Hundred Thirty Eight

by 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

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

155 Providing and fixing 600 mm dia concertina coil made out of 1041.00 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

Estimated Rate (in Rupees)

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

In Figure In Words

156 Providing & fixing precast R.C.C. Frame with Cover MD 10 1.00 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 Design, Manufacture & Supply & Installation of factory-made 12.00 Rmt 10022.25 Rupees Ten Thousand Twenty Two

(wet cast) FT Flume Drain of various sizes in dimension units And Paise Twenty Five Only

of 2000 mm length made up of high strength precast

reinforced cement concrete duly steam cured in a controlled

environment and manufactured by using high performance

self-compacting concrete of M-50 grade using Fe 500 / Fe

500D grade TMT steel reinforcement bar. Design should

confirm to BIS / JIS standards / Guidelines / Codes

furthermore taking into consideration expected handling and

erection stresses etc. The precast drain shall be designed

considering a wheel load of 1.6 Tonnes for Taking Pedestrian

or Passenger Car. Drain shall be manufactured using water

tight formwork made up of automobile steel to have accurate

dimensional product. Precast drain shall have a tie shape

groove of 10-20 mm width and 25 mm depth on both sides

for joining two precast units. The groove joint shall be filled

with ready mix mortar. 1200 X 1200 mm . Contractor shall be

approved the vendors.

158 Providing and laying Plantations including providing and 262.00 Nos 600.00 Rupees Six Hundred Only

fixing 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 height shall be

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

160 Providing & planting Partition Plants. 58.00 Nos 300.00 Rupees Three Hundred Only

161 Providing and laying lawn for land scapping including 2125.00 Sqmt 150.00 Rupees One Hundred Fifty Only

watering for all floors.

Estimated Rate (in Rupees)

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

In Figure In Words

162 Providing and fixing Pre-cast concrete Kerb Stone of gray 966.00 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

complete. Material Shall be as per the Approved Make List of

163 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.

164 Clearing and grubbing road land including uprooting rank 3.80 Hectare 28173.36 Rupees Twenty Eight Thousand One

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

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

disposal of unserviceable materials (C) By mechanical

means in area of light jungle

165 Providing and fixing Pre-cast Rubber Dye/ Steel Dye inter 2755.00 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. Material 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

166 Provinding ,supplying D.I. K-7 grade pipes with internal 108.00 Rmt. 873.00 Rupees Eight Hundred Seventy

cement mortar lining suitable for water supply line including Three 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.

167 Manufacture, Supply & Delivery of Ductile Iron Flange socket 48.00 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

168 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) .Material 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

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

B) 100mm dia. 16.00 Nos. 4002.00 Rupees Four Thousand Two Only

169 Providing, supplying, lowering, laying and jointing CPVC 688.00 Rmt. 2684.01 Rupees Two Thousand Six Hundred

(SDR 13.5) PIPE having National Sanitation Foundation Eighty Four And Paise One Only

(NSF) seal for potable water of following dia. nominal bore

tube fittings with all specialsetc. complete. Pipe Shall be as

per the Approved Make List of GSPHCL. 100 mm

170 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 Hundred Eighty Only

C.C. 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

171 Refilling the pipeline trenches incl. ramming, watering, 3651.22 Cum. 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

172 Preparing structural design of RCC Under Ground / Partially under 1.00 Job 461914.29 Rupees Four Lakh(s) Sixty One

ground / above high ground level Reservoir of required capacity as Thousand Nine Hundred Fourteen

per relevant I.S. standards and constructing the same, including And Paise Twenty Nine Only

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.

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

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

(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/TMT Bar 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 in quantity.

(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.

Estimated Rate (in Rupees)

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

In Figure In Words

(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 7.5Percentage

rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when sump height is ≥

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

(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 Greater than 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) 75Percentage 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 incomplete.

Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender

(contact) and prevail over other provisions in tender.

For Rectangular Sump For 1 lakh lts capacity

Estimated Rate (in Rupees)

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

In Figure In Words

173 Construction of ESR upto 20 meter Height & 2,00,000 Litre Capacity 1.00 Job 2858124.12 Rupees Twenty Eight Lakh(s) Fifty

Designing structurally (and aesthetically) complying provisions of relevant

Eight Thousand One Hundred

Indian standards and constructing RCC Elevated service Reservoir of

the following capacity and height , using data of S.B.C of proposed site , Twenty Four And Paise Twelve Only

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

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

Estimated Rate (in Rupees)

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

In Figure In Words

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/TMT Bar 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

columns internal horizontal bracing is obligatory. One bracing shall be at

foundation level in case of Individual footings .

(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 5 m (storey

(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 top ring beam.

Estimated Rate (in Rupees)

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

In Figure In Words

(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 .

(14) The rate shall include cost of dewatering during execution making all

arrangement with any dewatering technique.

(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 same.

(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 container).

(18) 75 Percentage 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 as

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 item above

conditions and general specfications for Zone-3

For Capacity 200000 Ltr

Estimated Rate (in Rupees)

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

In Figure In Words

174 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 Percentage opening for ventilation should be

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.

175 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

176 Manufacture, supply and delivery of ISI marked (IS 12818 200.00 Rmt 906.00 Rupees Nine Hundred Six Only

with latest amendment

175mm dia. UPVC casing pipe "CS" type.

Estimated Rate (in Rupees)

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

In Figure In Words

177 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 achived.)

* All the required accessories, machineries etc for above job

will have to be provided by contractors.

178 Air Compressor:- 600 CFM/150 PSI air compressor should 2.00 Job 22205.00 Rupees Twenty Two Thousand Two

be run minimum for two hrs for 60mtr Depth or upto Hundred Five Only

availability of sand free discharge as per technical

specifications.

179 Geophysical Survey for pin point for bore well including 2.00 Job 14286.00 Rupees Fourteen Thousand Two

survey done by GWSSB department with ralay repail of pin Hundred Eighty Six Only

point location including fees to GWSSB department &

Transportation charges.

180 Constructing Brick Masonary Chamber 455 mm x 137.00 No 5495.18 Rupees Five Thousand Four

610mm,450mm deep for underground C.I inspection Hundred Ninety Five And Paise

chamber and bends with brick having crushing stenghth not Eighteen Only

less then 35 kg/ cm2 in C.M 1:5 R.C.C top slab 1:2:4 mix (1

cement : 2 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 600*450mm)

181 Supply of Gravel having size 4 mm to 6mm size 25.20 Cum 2029.00 Rupees Two Thousand Twenty Nine

Estimated Rate (in Rupees)

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

In Figure In Words

182 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.

183 Drilling of 165 mm dia. bore well by DTH rig in rocky 140.00 Rmt 236.00 Rupees Two Hundred Thirty Six Only

formation in all districts of Zone I (SONGADH, NIZAR AND

184 Manufacture, supply & delivery of ISI marked UPVC Casing 40.00 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

185 Providing and supplying of Class SN8 Structured Wall 1088.00 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.

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

A) Corrugated DWC HDPE pipes (non-pressure pipes) SN

Estimated Rate (in Rupees)

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

In Figure In Words

186 Providing and supplying of Class SN8 Structured Wall 465.00 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.

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

A) Corrugated DWC HDPE pipes (non-pressure pipes) SN

187 R.C.C. precast manhole, frame and cover, manufacture, 26.00 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 For

Estimated Rate (in Rupees)

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

In Figure In Words

188 R.C.C. precast manhole, frame and cover, manufacture, 26.00 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 For

189 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

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).

189a 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 17.00 Nos. 12179.00 Rupees Twelve Thousand One

Hundred Seventy Nine Only

II) Beyond 1.00m and upto 1.50m depth 1.84 Rmt. 6628.00 Rupees Six Thousand Six Hundred

Twenty Eight Only

189b 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 6.00 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 10.22 Rmt. 12313.00 Rupees Twelve Thousand Three

Hundred Thirteen Only

189c 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 3.00 Nos. 52908.00 Rupees Fifty Two Thousand Nine

Hundred Eight Only

II) Beyond 4.00m and upto 6.00m depth 0.34 Rmt. 18786.00 Rupees Eighteen Thousand Seven

Hundred Eighty Six Only

190 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 82.86 Cum. 3786.24 Rupees Three Thousand Seven

Coarse sand : 4- graded stone aggregates 20 mm nominal Hundred Eighty Six And Paise

size) and curing complete excluding cost of formwork in (A) Twenty Four Only

Foundation and Plinth (for bedding)

Estimated Rate (in Rupees)

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

In Figure In Words

191 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, transpoirtation, 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

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

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 less than

Chemical Oxygen Demand (COD) 400 – 500 mg/L Less than

Total Suspended Solids (TSS) 200 – 250 mg/L Less than 10 mg/L

Oil & Grease (O&G) 25 – 30 mg/L Less than 1 mg/L

Total Kjeldahl Nitrogen (TKN) 35 – 40 mg/L Less than 5 mg/L

Phosphorus 10 mg/L Less than 1 mg/L

Fecal / Total Coliform Count 1,0,0000 MPN / 100 mL Less than

100 MPN / 100 mL

(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 /

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

192 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.

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.

Estimated Rate (in Rupees)

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

In Figure In Words

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.

(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 in quantity.

(10) DI pipes and special shall only be used if type is not specified in tender.

(11) The rate shall include cost of dewatering during excavation making all

arrangement when water table meets within depth.

Estimated Rate (in Rupees)

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

In Figure In Words

(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 7.5Percentage

rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when sump height is

Greater or Equal to 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

(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 greater than 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) 75Percentage 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 incomplete.

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

192a Screen Chamber (For STP) 400.00 Litre 5.98 Rupees Five And Paise Ninety Eight

192b Oil & Grease chamber (For STP) 400.00 Litre 5.98 Rupees Five And Paise Ninety Eight

192c Equilization tank (For STP) 38300.00 Litre 5.98 Rupees Five And Paise Ninety Eight

192d 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

193 Providing and supplying of Class SN8 Structured Wall 94.00 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.

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

A) Corrugated DWC HDPE pipes (non-pressure pipes) SN

194 Providing and fixing S.W. gully trap with C.I. grating brick 71.00 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) Only

Square 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

195 Provinding ,supplying D.I. K-7 grade pipes with internal 50.00 Rmt. 1023.00 Rupees One Thousand Twenty

sulphate resistance cement mortar lining suitable for sewage Three 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

196 Construction of valve chambers in brick masonry, locally 1.00 Nos. 10518.00 Rupees Ten Thousand Five Hundred

available in C.M. 1:6 Foundaion concrete 150mm thick in Eighteen Only

C.C. 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 with cover

single pipe 10 cm wuth fixing MH Cover

197 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 Cum. 8213.00 Rupees Eight Thousand Two

for Pumping station Hundred Thirteen Only

b) RL -0.00 to 3.00 0.59 Cum. 8213.00 Rupees Eight Thousand Two

for screen chamber Hundred Thirteen Only

Estimated Rate (in Rupees)

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

In Figure In Words

c) pumping station(above 25 cm) 5.12 Cum. 8083.00 Rupees Eight Thousand Eighty Three

RL -3.00 to -6.00 Only

d) pumping station(above 25 cm) 5.93 Cum. 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) 2.88 Cum. 8412.00 Rupees Eight Thousand Four

RL 0.00 to -3.00 Hundred Twelve Only

f) pumping station(above 25 cm) 1.98 Cum. 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) 1.43 Cum. 8412.00 Rupees Eight Thousand Four

RL 0.00 to 1.00 Hundred Twelve Only

h) Screen chamber 0.59 Cum. 8213.00 Rupees Eight Thousand Two

RL 0.00 to -3.00 Hundred Thirteen Only

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) Pump House

over Well e) Verticle Wall

a) Top Slab(pumping st) 0.63 Cum. 8213.00 Rupees Eight Thousand Two

Hundred Thirteen Only

b) Beam 0.86 Cum. 8486.00 Rupees Eight Thousand Four

Hundred Eighty Six Only

Estimated Rate (in Rupees)

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

In Figure In Words

199 Provinding 20 mm thick SAND FACED cement PLASTER on 7512.10 Sqmt 362.33 Rupees Three Hundred Sixty Two

walls above ground level consisting 12 mm thick backing And Paise Thirty Three Only

coat of C.M. 1: 3 ( 1 cement : 3 sand ) and 8mm thick

finishing coat of C.M. 1:1 ( 1 cement : 1 sand ) etc. Complete

for any height.

200 Finishing wall with water proofing cement paint of on wall 49.90 Sqmt 61.14 Rupees Sixty One And Paise

surfaces (Two coats) to give an approved brand and Fourteen Only

manufacture and of required shapeeven shade after

thoroughly brushing the surface to remove all dirt and

remains of loose powered materials.

201 Providng CI Steps 300×150×25mm each of 5.3Kg. 100.70 Kg. 58.00 Rupees Fifty Eight Only

202 fixing CI Steps 300×150×25mm each of 5.3Kg. 19.00 No 61.00 Rupees Sixty One Only

203 Providing and fixing lightning arrestor including copper steel, 12.00 Kg. 878.00 Rupees Eight Hundred Seventy Eight

earthing plate etc.complete. Only

204 Providing an fixing 25 mm x 5.2 mm MS railing with three 229.04 Kg. 77.00 Rupees Seventy Seven Only

horizontal rows and posts of angle iron of size 65 mm x

mm x 8 mm RCC 150 mm and 1.15 meter height and placed

at 1.85 mt / c/c including painting two coats and anchorage in

CC etc complete. Material Shall be as per the Approved

Make List of GSPHCL.

205 Providing and fixing 50cm wide MS ladder fabricated from 8.00 Rmt. 2950.00 Rupees Two Thousand Nine

MS flat 10×60mm with 20mm dia. steel bar steps at 30cm Hundred Fifty Only

C.C. The item includes stays f 10×50mm flats fixed at 3m.

Material 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

206 Structural steel work ( Confirming to IS 4923-1997) riveted, 127.92 Kg. 130.52 Rupees One Hundred Thirty And

bolted or welded in builtup for all type sections, in framed Paise Fifty Two Only

work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete

as per the structural designs and directions of Engineer in

charge.Column ( 122 x 61 x 3.6mm). Material Shall be as

per the Approved Make List of GSPHCL.

207 Providing and laying cement concrete flooring 1:2:4 3.54 Sqmt 296.30 Rupees Two Hundred Ninety Six And

(1Cement :2 course sand :4graded stone aggrigate 20mm Paise Thirty Only

nominal size) laid in one layer finished with a floating coat of

neat cement (A) 40mm thick

208 Supply, Installation, Testing & Commissioning including cost 160.00 kg 425.00 Rupees Four Hundred Twenty Five

of all labour of SS 316 MANUAL BAR SCREEN of Size 1000 Only

mm ( w) x 1000 mm ( h),20 mm bar spacingas per tender

technical specifications. Material Shall be as per the

Approved Make List of GSPHCL.

209 Providing, laying, testing and commissioning of 'C' class 54.00 Rmt 1910.39 Rupees One Thousand Nine

heavy duty MS pipe confirming to IS 3589/IS 1239 including Hundred Ten And Paise Thirty Nine

welding, fittings like elbows, tees, flanges, tappers, nuts, Only

bolts, gaskets etc and fixing the pipes on wall/ceiling with

suitable clamps/support frame and painting with 2 or more

coats of synthetic enamle paint of required shade complete

as required. The work includes makingholes in brick or RCC

walls, slabs/ roofs and making good the damages by bringing

to the original condition to the satisfaction of the Engineer in

charge, painting two coats of approved shade (Post office

red) of enamelpaint over a coat of approved primer. Material

Shall be as per the Approved Make List of GSPHCL. 80mm

Estimated Rate (in Rupees)

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

In Figure In Words

210 Providing, laying, testing and commissioning of 'C' class 509.00 Rmt 2581.50 Rupees Two Thousand Five Hundred

heavy duty MS pipe confirming to IS 3589/IS 1239 including Eighty One And Paise Fifty Only

welding, fittings like elbows, tees, flanges, tappers, nuts,

bolts, gaskets etc and fixing the pipes on wall/ceiling with

suitable clamps/support frame and painting with 2 or more

coats of synthetic enamle paint of required shade complete

as required. The work includes makingholes in brick or RCC

walls, slabs/ roofs and making good the damages by bringing

to the original condition to the satisfaction of the Engineer in

charge, painting two coats of approved shade (Post office

red) of enamelpaint over a coat of approved primer. Material

Shall be as per the Approved Make List of GSPHCL. 100mm

211 Providing and fixing Single headed internal hydrant having 19.00 Set. 6886.72 Rupees Six Thousand Eight Hundred

outlet of 63 mm dia(2.1/2”) N.B. hydrant with cast iron wheel Eighty Six And Paise Seventy Two

ISI marked confirming to IS 5290 (type A) with SS cap and Only

chain as required Single headed stainless steel. Material

Shall be as per the Approved Make List of GSPHCL.

212 Supply and installation,testing and commisioning of Butterfly 11.00 Nos. 6101.15 Rupees Six Thousand One Hundred

valves of PN 1.6 ratings with bronze/gunmetal seat duly ISI One And Paise Fifteen Only

marked complete with nuts, bolts, washers, gaskets

confirming to IS 13095 of following sizes as required.

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

213 Providing, installing testing & commissioning of non-return 5.00 Nos. 9945.68 Rupees Nine Thousand Nine

valve of following sizes confirming to IS 5312 complete with Hundred Forty Five And Paise Sixty

rubber gasket, GI bolts, nuts, washers etc. as Eight Only

required.Material Shall be as per the Approved Make List of

GSPHCL. 100 mm dia

Estimated Rate (in Rupees)

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

In Figure In Words

214 Providing, installation, testing and commissioning of stainless 4.00 Nos. 6099.96 Rupees Six Thousand Ninety Nine

steel Y-strainer fabricated out of 1.6 mm thick stainless And Paise Ninety Six Only

steel, Grade 304, sheet with 3 mm dia holes with stainless

steel flange 100mm dia. Material Shall be as per the

Approved Make List of GSPHCL.

215 Providing & fixing 63mm dia 15 m long RRL hose pipe with 68.00 Nos. 3916.23 Rupees Three Thousand Nine

63mm dia male and femal couplings duly bound with GI Hundred Sixteen And Paise Twenty

wires, revates etc. confirming to IS 636 (typa-A) as required Three Only

Stainless steel (grade 304). Material Shall be as per the

Approved Make List of GSPHCL.

216 Supplying and fixing first-aid Hose Reel with MS construction 19.00 Nos. 7920.84 Rupees Seven Thousand Nine

spray painted in post office red, confirming to IS 884 Hundred Twenty And Paise Eighty

complete with the following as required. Four Only

25 mm nominal int. dia. Water hose thermoplastic (Textile

reinforced) type-2 as per IS12585 25 mm nominal internal dia

gun metal globe valve and nozzle.

Drum and brackets for fixing the equipment of the wall.

Connections from risers with 32 mm dia stop gun metal valve

& MS pipe and socket. 30 m. Material Shall be as per the

Approved Make List of GSPHCL.

217 Providing & fixing of pressure switch in MS pipe line including 7.00 Nos. 1400.85 Rupees One Thousand Four

connection etc. as required. Material Shall be as per the Hundred And Paise Eighty Five Only

Approved Make List of GSPHCL.

218 Supply and installation of Pressure gauges of suitable range 6.00 Nos. 3012.00 Rupees Three Thousand Twelve Only