Sl

No

1

2

3

4

5

6

7

8

9

10

11

Signature of the Contractor

5 Set

2 Set

2 Set

1 Set

No of Units

1 Set

2 Set

1 Set

1 Set

1 Set

10 Nos

2 Set

Name of Equipments

132 KV CB

132 KV Isolator

132 KV LA

132 KV CT

132 KV CVT

33 KV Column & Beam

33 KV CB

33 KV Isolator

ABSTRACT

33 KV LA

33 KV CT

33 KV PT

TOTAL

Total Amount (Rs)

inclusive of GST Rate/Unit(Rs) Inclusive of GST

(Rupees ________________________________________________)only

Item

No.Qnty Unit

Rate in

Rs.(inclusi

ve of GST)

Amount in

Rs.(inclusive

of GST)

9 1.60 m2

11 1 Set

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of

8KM.87.4 km-m3

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and 1.60 m2

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand 94.1 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as

directed and specified.2.02 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

White washing with lime on walls surfaces (two coats) to give an even shade including

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete

Mixture Machine with coarse sand & 20mm down graded stone aggregate including

dewatering if neccessary complete but excluding cost of form work and reinforcement

for reinforced cement concrete work(form work and reinforcement will be measured

and paid separately)

2.88 m3

In Foundations and sub-structure including footing, columns with base, tie beam anmd

plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank,

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including

centering, shuttering, strutting and propping etc., for height of propping and centering of

supporting floor to the soffit of the concrete member not exceeding 4.0M as specified

for the following items:

4.20 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works

etc.Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane

vertical face.

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including straightening,

cleaning, cutting and bending to proper shapes and length as per details, supplying and

binding with 20G annealed black wire and placing in position with proper blocks,

supports, chairs, spacers etc. complete (Rates inclusive of all wastage, lappage, hooks,

chairs, anchorage etc, and no measurements for the same is required).

0.480 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and specified

including dewatering if necessary, and curing complete (shuttering where necessary shall

be measured and paid separately).

0.48 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using

mixture machine)

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

2.40 m2

Stone soling of thickness 100 mm

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls, septic

tank etc. including bailing out water where necessary and removal of surplus earth with

all lead and lifts as directed and specified for the following classificaiton of soils.

3.36 m3

In hard/ dense soil

BID SHEET FOR FOUNDATION OF 1set 132kV CIRCUIT BREAKER AT IIM SUBSTATION FOR THE 132/33KV5 MVA TRANSFORMER

Signature of the Contractor

In cement mortar 1:4

Erection of 1 Sets of CB

TOTAL

Item

No.Qnty Unit

Rate in

Rs.(inclusi

ve of GST)

Amount in

Rs.(inclusive

of GST)

6 Providing and laying Concrete in Reinforced Cement Concrete Works using

Concrete Mixture Machine with coarse sand & 20mm down graded stone

aggregate including dewatering if neccessary complete but excluding cost of

form work and reinforcement for reinforced cement concrete work(form work

and reinforcement will be measured and paid separately)

1.17 m3

In Foundations and sub-structure including footing, columns with base, tie beam

anmd plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls

of septic tank, inspection pit and the like and other works not less than 100mm

thick up to plinth level.

5 Providing form work of ordinary timber planking of thickness not less than 25

mm and removal of the same for concrete members so as to give a rough finish

including centering, shuttering, strutting and propping etc., for height of

propping and centering of supporting floor to the soffit of the concrete member

not exceeding 4.0M as specified for the following items:

6.40 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works

etc.Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane

vertical face.

(Without using admixture, plasticiser)

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including

straightening, cleaning, cutting and bending to proper shapes and length as per

details, supplying and binding with 20G annealed black wire and placing in

position with proper blocks, supports, chairs, spacers etc. complete (Rates

inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no

measurements for the same is required).

0.754 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and

specified including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately).

0.27 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using

mixture machine)

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls,

septic tank etc. including bailing out water where necessary and removal of

surplus earth with all lead and lifts as directed and specified for the following

classificaiton of soils.

1.73 m3

In hard/ dense soil

2 Providing brick soling in foundation and under floor with stone/best quality

picked jhama brick, sand packed and laid to level and in panel after preparing

the subgrade as directed including all labour and materials and if necessary

dewatering, complete

2.66 m2

Stone soling of thickness 100 mm

BID SHEET FOR FOUNDATION OF 1set 132KV ISOLATOR AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

Description

9 3.20 m2

11 1 Set

Signature of the Contractor

Erection of 1 Sets Isolator including transportation to site

TOTAL

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial

lead of 8KM.

42.00 km-m3

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm

and finishing coat 5mm thick) on single or half brick walls for interior plastering

up to 1st floor level including arises, internal rounded angles, chamfers and or

rounded angles not exceeding 80mm girth and finished even and smooth

including curing complete as directed

3.20 m2

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand 42.50 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

7 Earthwork in filling including necessary carriage, watering, ramming,etc.

complete as directed and specified.

1.42 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each

layer by ramming and watering with all lead and lifts.

In cement mortar 1:4

White washing with lime on walls surfaces (two coats) to give an even shade

including thoroughly brooming the surface to remove all dirt, dust, mortar drops

and other foreignmatter.

Item

No.Qnty Unit

Rate in

Rs.(inclusi

ve of GST)

Amount in

Rs.(inclusive

of GST)

2

3

6 Providing and laying Concrete in Reinforced Cement Concrete Works using

Concrete Mixture Machine with coarse sand & 20mm down graded stone

aggregate including dewatering if neccessary complete but excluding cost of

form work and reinforcement for reinforced cement concrete work(form work

and reinforcement will be measured and paid separately)

2.34 m3

In Foundations and sub-structure including footing, columns with base, tie beam

anmd plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls

of septic tank, inspection pit and the like and other works not less than 100mm

thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25

mm and removal of the same for concrete members so as to give a rough finish

including centering, shuttering, strutting and propping etc., for height of

propping and centering of supporting floor to the soffit of the concrete member

not exceeding 4.0M as specified for the following items:

8.16 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works

etc.Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane

vertical face.

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including

straightening, cleaning, cutting and bending to proper shapes and length as per

details, supplying and binding with 20G annealed black wire and placing in

position with proper blocks, supports, chairs, spacers etc. complete (Rates

inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no

measurements for the same is required).

0.64 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and

specified including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately).

0.48 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using

mixture machine)

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls,

septic tank etc. including bailing out water where necessary and removal of

surplus earth with all lead and lifts as directed and specified for the following

classificaiton of soils.

3.1 m3

BID SHEET FOR FOUNDATION OF 1set (3nos) 132KV LA AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

Providing brick soling in foundation and under floor with stone/best quality

picked jhama brick, sand packed and laid to level and in panel after preparing

the subgrade as directed including all labour and materials and if necessary

dewatering, complete

4.76 m2

Stone soling of thickness 100 mm

Description

In hard/ dense soil

9 4.08 m2

10

11 1 Set Erection of 1 Set (per 3nos) LA

TOTAL

Signature of the Contractor

(ii) Sand 81.4 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

White washing with lime on walls surfaces (two coats) to give an even shade

including thoroughly brooming the surface to remove all dirt, dust, mortar drops

and other foreignmatter.Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial

lead of 8KM.

80.9 km-m3

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm

and finishing coat 5mm thick) on single or half brick walls for interior plastering

up to 1st floor level including arises, internal rounded angles, chamfers and or

rounded angles not exceeding 80mm girth and finished even and smooth

including curing complete as directed

4.08 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc.

complete as directed and specified.

0.36 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each

layer by ramming and watering with all lead and lifts.

Item

No.Qnty Unit

Rate in

Rs.(inclusi

ve of GST)

Amount in

Rs.(inclusive

of GST)

2

3

6 Providing and laying Concrete in Reinforced Cement Concrete Works using

Concrete Mixture Machine with coarse sand & 20mm down graded stone

aggregate including dewatering if neccessary complete but excluding cost of

form work and reinforcement for reinforced cement concrete work(form work

and reinforcement will be measured and paid separately)

2.34 m3

In Foundations and sub-structure including footing, columns with base, tie beam

anmd plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls

of septic tank, inspection pit and the like and other works not less than 100mm

thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25

mm and removal of the same for concrete members so as to give a rough finish

including centering, shuttering, strutting and propping etc., for height of

propping and centering of supporting floor to the soffit of the concrete member

not exceeding 4.0M as specified for the following items:

8.16 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works

etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane

vertical face.

ISI approved Mild steel reinforcement bar (MS Bar)

Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and

specified including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately).

0.48 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using

mixture machine)

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls,

septic tank etc. including bailing out water where necessary and removal of

surplus earth with all lead and lifts as directed and specified for the following

classificaiton of soils.

3.1 m3

BID SHEET FOR FOUNDATION OF 1set (3nos) 132KV CT AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including

straightening, cleaning, cutting and bending to proper shapes and length as per

details, supplying and binding with 20G annealed black wire and placing in

position with proper blocks, supports, chairs, spacers etc. complete (Rates

inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no

measurements for the same is required).

0.64 Qntl

In hard/ dense soil

Providing brick soling in foundation and under floor with stone/best quality

picked jhama brick, sand packed and laid to level and in panel after preparing

the subgrade as directed including all labour and materials and if necessary

dewatering, complete

4.76 m2

Stone soling of thickness 100 mm

Description

9 4.08 m2

10

11 1 Set Erection of 1 Set (per 3nos) CT

TOTAL

Signature of the Contractor

(ii) Sand 81.4 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

White washing with lime on walls surfaces (two coats) to give an even shade

including thoroughly brooming the surface to remove all dirt, dust, mortar drops

and other foreignmatter.

Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial

lead of 8KM.

80.9 km-m3

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm

and finishing coat 5mm thick) on single or half brick walls for interior plastering

up to 1st floor level including arises, internal rounded angles, chamfers and or

rounded angles not exceeding 80mm girth and finished even and smooth

including curing complete as directed

4.08 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc.

complete as directed and specified.

0.36 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each

layer by ramming and watering with all lead and lifts.

Item

No.Qnty Unit

Rate in

Rs.(inclusi

ve of GST)

Amount in

Rs.(inclusive

of GST)

7 Earthwork in filling including necessary carriage, watering, ramming,etc.

complete as directed and specified.

0.36 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each

layer by ramming and watering with all lead and lifts.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using

Concrete Mixture Machine with coarse sand & 20mm down graded stone

2.34 m3

In Foundations and sub-structure including footing, columns with base, tie beam

anmd plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25

mm and removal of the same for concrete members so as to give a rough finish

including centering, shuttering, strutting and propping etc., for height of

propping and centering of supporting floor to the soffit of the concrete member

not exceeding 4.0M as specified for the following items:

8.16 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works

etc.Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane

vertical face.

2 Providing brick soling in foundation and under floor with stone/best quality

picked jhama brick, sand packed and laid to level and in panel after preparing

the subgrade as directed including all labour and materials and if necessary

dewatering, complete

4.76 m2

Stone soling of thickness 100 mm

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including

straightening, cleaning, cutting and bending to proper shapes and length as per

details, supplying and binding with 20G annealed black wire and placing in

position with proper blocks, supports, chairs, spacers etc. complete (Rates

inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no

measurements for the same is required).

0.64 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and

specified including dewatering if necessary, and curing complete (shuttering

where necessary shall be measured and paid separately).

0.48 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using

mixture machine)

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls,

septic tank etc. including bailing out water where necessary and removal of

surplus earth with all lead and lifts as directed and specified for the following

classificaiton of soils.

3.1 m3

BID SHEET FOR FOUNDATION OF 1set (3nos) 132KV CVT AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

In hard/ dense soil

9 4.08 m2

10

11 1 Set Erection of 1 Set (per 3nos) CVT

TOTAL

Signature of the Contractor

(ii) Sand 81.4 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

White washing with lime on walls surfaces (two coats) to give an even shade

including thoroughly brooming the surface to remove all dirt, dust, mortar drops

and other foreignmatter.Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial

lead of 8KM.

80.9 km-m3

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm

and finishing coat 5mm thick) on single or half brick walls for interior plastering

up to 1st floor level including arises, internal rounded angles, chamfers and or

rounded angles not exceeding 80mm girth and finished even and smooth

including curing complete as directed

4.08 m2

In cement mortar 1:4

Item

No.Qnty Unit

Rate in

Rs.(Inclusiv

e of GST)

Amount in

Rs.(Inclusive of

GST)

2 1.96 m2

3 0.20 m3

4 1.485 Qntl

In Foundations and sub-structure including footing, columns with base, tie beam anmd

plinth beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank,

inspection pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:1.5:3

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical

face.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete

Mixture Machine with coarse sand & 20mm down graded stone aggregate including

dewatering if neccessary complete but excluding cost of form work and reinforcement

for reinforced cement concrete work(form work and reinforcement will be measured

and paid separately)

1.37 m3

(Without using admixture, plasticiser)

Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete, Stone soling of

thickness 100 mm

Plain cement concrete works with course aggregate of sizes 13mm to 32mm in

foundation bed for footing steps, walls, brick works etc. as directed and specified

including dewatering if necessary, and curing complete (shuttering where necessary shall

be measured and paid separately); in prop 1:4:8(1 cement : 4 coarse sand : 8 course

aggregate by volume (using mixture machine)

Supplying, fitting and fixing in position reinforcement bars up to 1st floor level

conforming to relevant I.S.Code for R.C.C. work/ R.B. walling including straightening,

cleaning, cutting and bending to proper shapes and length as per details, supplying and

binding with 20G annealed black wire and placing in position with proper blocks,

supports, chairs, spacers etc. complete (Rates inclusive of all wastage, lappage, hooks,

chairs, anchorage etc, and no measurements for the same is required).

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including

centering, shuttering, strutting and propping etc., for height of propping and centering of

supporting floor to the soffit of the concrete member not exceeding 4.0M as specified

for the following items:

10.24 m2

BID SHEET FOR FOUNDATION OF 33KV COLUMN AND BEAM TOWER AT IIM SUB-STATION

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for

foundation trenches of foundations, footings of column/walls, retaining walls, septic

tank etc. including bailing out water where necessary and removal of surplus earth with

all lead and lifts as directed and specified for the following classificaiton of soils.

2.55 m3

In hard/ dense soil

8 2.56 m2

9 2.56 m2

10

11 0.71648 Mt Erection of Super structures (C1 Type=0.71648 Mt/Col)

Signature of the Contractor

20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and

finishing coat 5mm thick) on single or half brick walls for interior plastering up to 1st

floor level including arises, internal rounded angles, chamfers and or rounded angles not

exceeding 80mm girth and finished even and smooth including curing complete as

directed, In cement mortar 1:4

(ii) Sand 44.5 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign

matter.

Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of

8KM.

44.3 km-m3

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as

directed and specified.

0.46 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

Item

No.Qnty Unit

Rate in

Rs.(inclusiv

e of GST)

Amount in

Rs.(inclusive of

GST)

9 1.32 m2White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other

foreignmatter.

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and finishing

coat 5mm thick) on single or half brick walls for interior plastering up to 1st floor level

including arises, internal rounded angles, chamfers and or rounded angles not exceeding

80mm girth and finished even and smooth including curing complete as directed

1.32 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as directed

and specified.

0.41 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded stone aggregate including dewatering if

neccessary complete but excluding cost of form work and reinforcement for reinforced cement

concrete work(form work and reinforcement will be measured and paid separately)

2.00 m3

In Foundations and sub-structure including footing, columns with base, tie beam anmd plinth

beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection

pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping and centering of supporting floor

to the soffit of the concrete member not exceeding 4.0M as specified for the following items:

2.64 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level conforming to

relevant I.S.Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying and binding with 20G annealed

black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete

(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no measurements for

the same is required).

0.312 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in foundation bed

for footing steps, walls, brick works etc. as directed and specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

0.15 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using mixture machine)

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

1.47 m2

Stone soling of thickness 100 mm

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation

trenches of foundations, footings of column/walls, retaining walls, septic tank etc. including

bailing out water where necessary and removal of surplus earth with all lead and lifts as

directed and specified for the following classificaiton of soils.

1.47 m3

In hard/ dense soil

BID SHEET FOR FOUNDATION OF 1set 33KV CIRCUIT BREAKER AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

11 1 Set Erection of 1 Sets33kV Circuit Breaker TOTAL

Signature of the Contractor

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of 8KM.

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand

From Kynshi to Shillong 70Kms=70-8=62KM lead

55.4 km-m3

60.1 km-m3

Item

No.Qnty Unit

Rate in Rs.

(inclusive

of GST)

Amount in

Rs.(inclusive of

GST)

4 0.517 Qntl

In cement mortar 1:4

m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and finishing

coat 5mm thick) on single or half brick walls for interior plastering up to 1st floor level

including arises, internal rounded angles, chamfers and or rounded angles not exceeding

80mm girth and finished even and smooth including curing complete as directed

2.16 m2

In Foundations and sub-structure including footing, columns with base, tie beam anmd plinth

beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection

pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:2:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as directed

and specified.

0.70

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded stone aggregate including dewatering if

neccessary complete but excluding cost of form work and reinforcement for reinforced cement

concrete work(form work and reinforcement will be measured and paid separately)

0.85 m3

(Without using admixture, plasticiser)

Supplying, fitting and fixing in position reinforcement bars up to 1st floor level conforming to

relevant I.S.Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying and binding with 20G annealed

black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete

(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no measurements for

the same is required).5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping and centering of supporting floor

to the soffit of the concrete member not exceeding 4.0M as specified for the following items:

4.32 m2

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in foundation bed

for footing steps, walls, brick works etc. as directed and specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

0.22 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using mixture machine)

In hard/ dense soil

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

2.19 m2

Stone soling of thickness 100 mm

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation

trenches of foundations, footings of column/walls, retaining walls, septic tank etc. including

bailing out water where necessary and removal of surplus earth with all lead and lifts as

directed and specified for the following classificaiton of soils.

2.19 m3

BID SHEET FOR FOUNDATION OF 1set 33KV ISOLATOR AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

9 2.16 m2

44.2 km-m3

11 1 Set

Signature of the Contractor

Erection of 1 Set Isolator TOTAL

White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other

foreignmatter.

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of 8KM.

(i) Stone and Agreegate

(ii) Sand

43.2 km-m3

Item

No.Qnty Unit

Rate in

Rs.inclusiv

e of GST)

Amount in

Rs.(inclusive of

GST)

9 2.69 m2White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other

foreignmatter.

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and finishing

coat 5mm thick) on single or half brick walls for interior plastering up to 1st floor level

including arises, internal rounded angles, chamfers and or rounded angles not exceeding

80mm girth and finished even and smooth including curing complete as directed

2.69 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as directed

and specified.

0.40 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded stone aggregate including dewatering if

neccessary complete but excluding cost of form work and reinforcement for reinforced cement

concrete work(form work and reinforcement will be measured and paid separately)

1.28 m3

In Foundations and sub-structure including footing, columns with base, tie beam anmd plinth

beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection

pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping and centering of supporting floor

to the soffit of the concrete member not exceeding 4.0M as specified for the following items:

7.39 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.

BID SHEET FOR FOUNDATION OF 1set (3nos) 33KV LA AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level conforming to

relevant I.S.Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying and binding with 20G annealed

black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete

(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no measurements for

the same is required).

0.604 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

Stone soling of thickness 100 mm

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in foundation bed

for footing steps, walls, brick works etc. as directed and specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

0.24 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using mixture machine)

In hard/ dense soil

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

2.43 m2

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation

trenches of foundations, footings of column/walls, retaining walls, septic tank etc. including

bailing out water where necessary and removal of surplus earth with all lead and lifts as

directed and specified for the following classificaiton of soils.

3.16 m3

11 1 Set

Signature of the Contractor

Erection of 1 Set (per 3nos) LA TOTAL

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand 44.2 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of 8KM. 43.2 km-m3

Item

No.Qnty Unit

Rate in

Rs.inclusiv

e of GST)

Amount in

Rs.(inclusive of

GST)

9 2.69 m2White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other

foreignmatter.

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and finishing

coat 5mm thick) on single or half brick walls for interior plastering up to 1st floor level

including arises, internal rounded angles, chamfers and or rounded angles not exceeding

80mm girth and finished even and smooth including curing complete as directed

2.69 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as directed

and specified.

0.40 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded stone aggregate including dewatering if

neccessary complete but excluding cost of form work and reinforcement for reinforced cement

concrete work(form work and reinforcement will be measured and paid separately)

1.28 m3

In Foundations and sub-structure including footing, columns with base, tie beam anmd plinth

beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection

pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping and centering of supporting floor

to the soffit of the concrete member not exceeding 4.0M as specified for the following items:

7.39 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.

BID SHEET FOR FOUNDATION OF 1set (3nos) 33KV CT AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level conforming to

relevant I.S.Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying and binding with 20G annealed

black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete

(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no measurements for

the same is required).

0.604 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

Stone soling of thickness 100 mm

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in foundation bed

for footing steps, walls, brick works etc. as directed and specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

0.24 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using mixture machine)

In hard/ dense soil

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

2.43 m2

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation

trenches of foundations, footings of column/walls, retaining walls, septic tank etc. including

bailing out water where necessary and removal of surplus earth with all lead and lifts as

directed and specified for the following classificaiton of soils.

3.16 m3

11 1 Set

Signature of the Contractor

Erection of 1 Set (per 3nos) CT TOTAL

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand 44.2 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of 8KM. 43.2 km-m3

Item

No.Qnty Unit

Rate in

Rs.inclusiv

e of GST)

Amount in

Rs.(inclusive of

GST)

9 2.69 m2White washing with lime on walls surfaces (two coats) to give an even shade including

thoroughly brooming the surface to remove all dirt, dust, mortar drops and other

foreignmatter.

8 20 mm thick cement plaster on rough side in two coats (backing coat of 15mm and finishing

coat 5mm thick) on single or half brick walls for interior plastering up to 1st floor level

including arises, internal rounded angles, chamfers and or rounded angles not exceeding

80mm girth and finished even and smooth including curing complete as directed

2.69 m2

In cement mortar 1:4

7 Earthwork in filling including necessary carriage, watering, ramming,etc. complete as directed

and specified.

0.40 m3

Earth/Sand filling in plinth in layers not exceeding 150mm thick

With available excavated earth including breaking the clods, consolidating, each layer by

ramming and watering with all lead and lifts.

6 Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture

Machine with coarse sand & 20mm down graded stone aggregate including dewatering if

neccessary complete but excluding cost of form work and reinforcement for reinforced cement

concrete work(form work and reinforcement will be measured and paid separately)

1.28 m3

In Foundations and sub-structure including footing, columns with base, tie beam anmd plinth

beams, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection

pit and the like and other works not less than 100mm thick up to plinth level.

M15 or In prop 1:2:4

(Without using admixture, plasticiser)

5 Providing form work of ordinary timber planking of thickness not less than 25 mm and

removal of the same for concrete members so as to give a rough finish including centering,

shuttering, strutting and propping etc., for height of propping and centering of supporting floor

to the soffit of the concrete member not exceeding 4.0M as specified for the following items:

7.39 m2

Foundations, Footings, bases of columns,Pile cap, raft and mass concrete works etc.

Columns, Pillars, Posts & Strut.

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.

BID SHEET FOR FOUNDATION OF 1set (3nos) 33KV PT AT IIM SUBSTATION FOR THE 132/33KV

5 MVA TRANSFORMER

4 Supplying, fitting and fixing in position reinforcement bars up to 1st floor level conforming to

relevant I.S.Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and

bending to proper shapes and length as per details, supplying and binding with 20G annealed

black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete

(Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc, and no measurements for

the same is required).

0.604 Qntl

ISI approved Mild steel reinforcement bar (MS Bar)

Stone soling of thickness 100 mm

3 Plain cement concrete works with course aggregate of sizes 13mm to 32mm in foundation bed

for footing steps, walls, brick works etc. as directed and specified including dewatering if

necessary, and curing complete (shuttering where necessary shall be measured and paid

separately).

0.24 m3

in prop 1:4:8(1 cement : 4 coarse sand : 8 course aggregate by volume (using mixture machine)

In hard/ dense soil

2 Providing brick soling in foundation and under floor with stone/best quality picked jhama

brick, sand packed and laid to level and in panel after preparing the subgrade as directed

including all labour and materials and if necessary dewatering, complete

2.43 m2

Description

1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundation

trenches of foundations, footings of column/walls, retaining walls, septic tank etc. including

bailing out water where necessary and removal of surplus earth with all lead and lifts as

directed and specified for the following classificaiton of soils.

3.16 m3

11 1 Set

Signature of the Contractor

Erection of 1 Set (per 3nos) PT TOTAL

(i) Stone and Agreegate

From Lad Mawphlang to Shillong, 35KM=35-8=27KM extra lead

(ii) Sand 44.2 km-m3

From Kynshi to Shillong 70Kms=70-8=62KM lead

10 Extra lead per km truck carriage for sand, gravel, Mawthup beyond the initial lead of 8KM. 43.2 km-m3

(Rupees ________________________________________________)only

Signature of the Contractor

Signature of the Contractor

Signature of the Contractor

BID SHEET FOR FOUNDATION OF 33KV COLUMN AND BEAM TOWER AT IIM SUB-STATION

Signature of the Contractor