BID DOCUMENTS FOR PROPOSED ASPHALT ROAD IN VARIOUS AREA (TOTAL WORK OF 5) OF UMRETH NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYA MANTRI SHAHERI VIKAS YOJANA- UDP-88 (YEAR: 2024-25).

Total Amount Rs.

Note : 4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Signature of Contractor President Chief Officer

Umreth Nagarpalika Umreth Nagarpalika

SBD SECTION-7 BILL OF QUANTITIES-155

UMRETH MUNICIPALITY, UMRETH

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ASPHALT ROAD

FROM KAMLA TILES VALLABHNAGAR AT UMRETH

Qty. Description Unit Amount

1 1260.00 Preparing surface by Brushing with wire brushes for removing

Smt. caked mud etc. Air compressor / sweeping with brooms and

finally fanning the cleaned surface with gunney bags to remove

all loose dirt etc.(2) Black top/ CC surface.

2 57.00 Providing and Laying Bituminous Grout 75 mm thick compacted

M.T. with B.T. aggregates as M.O.R.T.&H. specification and asphalt

Grade: 60/70 (VG-30) for Tack Coat @ 2.50 Kg./10 Smt. with

Mechanical Sprayer and asphalt for Mixing @ 19.90 Kg./M.T.

i.e., 1.99% of totala weight mix including heating and mixing

asphalt and aggregate by continuous batching drum mix plant

and laying with paver finisher and consolidation with vibratory

roller, including cost of labour, material and plant, fuel, oil,

kerosene, labour charges etc. complete using contractor's

machinery drum mix plant and paver finisher etc. complete.

3 139.00 Providing and laying 50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as per M.O.R.T. & H. specification and asphalt

Grade: V.G.-30 (60/70) for tack coat @ 2.50 KG. / 10 Sq.m.

with mechanical sprayer and asphalt Grade: V.G.-30 (60/70) for

mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix

including heating and mixing the aggregate and asphalt in

Drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery

Drum mix plant and paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-156

4 72.50 Providing and laying 25 mm thick Semi Dense Bituminous

M.T. Concrete with B.T. aggregate as per M.O.R.T. & H. gradation,

asphalt Grade: VG-30 (60/70) for mixing @ 50.00 KG. / M.T.

i.e. 5.0% by weight of total mix including heating and mixing the

aggregate and asphalt by continuous batching of drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, oil, kerosene, firewood,

labour charges etc. complete using contractor's own

machineries drum mix plant and paver finisher etc. complete.

5 1260.00 Providing and laying Bituminous Painting on B.T. Surface with

Smt. bitumen VG-30 at the rate of 5.00 Kg./10.00 Smt. by

Mechanical Sprayer and spreading flushing sand or stone dust

on painting surface of the road at the rate of 0.03 Cmt./10 Smt.

with brooming and rolling with PTR Roller. Rates including all

cost of sand/stone dust, equipment T & P firewood, oil,

kerosene, labour charges etc. complete by using contractor's

own machineries.

6 5.00 Renovation of manhole by increasing the height at top including

Nos. cost of excavation, refitting of C. I. manhole frame and cover

curing etc. complete incl. all carting and providing of materials

which is required for the purpose (except manhole frame and

cover) For all type manhole by providing RCC 1:2:4 Partition

walls with required reinforcement 25 cm thick and circular

opening with 500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-157

UMRETH MUNICIPALITY, UMRETH

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ASPHALT ROAD

FROM BEHIND AMAR HOSPITAL TO JOINING TO TP MAIN ROAD AT UMRETH

Qty. Description Unit Amount

1 1360.00 Preparing surface by Brushing with wire brushes for

Smt. removing caked mud etc. Air compressor / sweeping

with brooms and finally fanning the cleaned surface with

gunney bags to remove all loose dirt etc.(2) Black top/

2 61.50 Providing and Laying Bituminous Grout 75 mm thick

M.T. compacted with B.T. aggregates as M.O.R.T.&H.

specification and asphalt Grade: 60/70 (VG-30) for

Tack Coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer

and asphalt for Mixing @ 19.90 Kg./M.T. i.e., 1.99% of

totala weight mix including heating and mixing asphalt

and aggregate by continuous batching drum mix plant

and laying with paver finisher and consolidation with

vibratory roller, including cost of labour, material and

plant, fuel, oil, kerosene, labour charges etc. complete

using contractor's machinery drum mix plant and paver

finisher etc. complete.

3 150.00 Providing and laying 50 mm thick Bituminous Macadam

M.T. with B.T. aggregate as per M.O.R.T. & H. specification

and asphalt Grade: V.G.-30 (60/70) for tack coat @

2.50 KG. / 10 Sq.m. with mechanical sprayer and

asphalt Grade: V.G.-30 (60/70) for mixing @ 34.00 KG.

/ M.T. i.e. 3.40 % of total weight of mix including heating

and mixing the aggregate and asphalt in Drum mix plant

and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using

contractor's own machinery Drum mix plant and paver

finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-158

4 78.50 Providing and laying 25 mm thick Semi Dense

M.T. Bituminous Concrete with B.T. aggregate as per

M.O.R.T. & H. gradation, asphalt Grade: VG-30 (60/70)

for mixing @ 50.00 KG. / M.T. i.e. 5.0% by weight of

total mix including heating and mixing the aggregate

and asphalt by continuous batching of drum mix plant

and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver

finisher etc. complete.

5 1360.00 Providing and laying Bituminous Painting on B.T.

Smt. Surface with bitumen VG-30 at the rate of

Kg./10.00 Smt. by Mechanical Sprayer and spreading

flushing sand or stone dust on painting surface of the

road at the rate of 0.03 Cmt./10 Smt. with brooming and

rolling with PTR Roller. Rates including all cost of

sand/stone dust, equipment T & P firewood, oil,

kerosene, labour charges etc. complete by using

contractor's own machineries.

6 6.00 Renovation of manhole by increasing the height at top

Nos. including cost of excavation, refitting of C. I. manhole

frame and cover curing etc. complete incl. all carting

and providing of materials which is required for the

purpose (except manhole frame and cover) For all type

manhole by providing RCC 1:2:4 Partition walls with

required reinforcement 25 cm thick and circular opening

with 500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-159

UMRETH MUNICIPALITY, UMRETH

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ASPHALT ROAD

FROM F.R. KHARI TO JOINING TO TP MAIN ROAD AT UMRETH

Qty. Description Unit Amount

1 1235.00 Preparing surface by Brushing with wire brushes for

Smt. removing caked mud etc. Air compressor / sweeping with

brooms and finally fanning the cleaned surface with

gunney bags to remove all loose dirt etc.(2) Black top/ CC

2 56.00 Providing and Laying Bituminous Grout 75 mm thick

M.T. compacted with B.T. aggregates as M.O.R.T.&H.

specification and asphalt Grade: 60/70 (VG-30) for Tack

Coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer and

asphalt for Mixing @ 19.90 Kg./M.T. i.e., 1.99% of totala

weight mix including heating and mixing asphalt and

aggregate by continuous batching drum mix plant and

laying with paver finisher and consolidation with vibratory

roller, including cost of labour, material and plant, fuel, oil,

kerosene, labour charges etc. complete using contractor's

machinery drum mix plant and paver finisher etc.

3 136.00 Providing and laying 50 mm thick Bituminous Macadam

M.T. with B.T. aggregate as per M.O.R.T. & H. specification

and asphalt Grade: V.G.-30 (60/70) for tack coat @

KG. / 10 Sq.m. with mechanical sprayer and asphalt

Grade: V.G.-30 (60/70) for mixing @ 34.00 KG. / M.T. i.e.

3.40 % of total weight of mix including heating and mixing

the aggregate and asphalt in Drum mix plant and

spreading the same by paver finisher and consolidation

with vibratory roller, including providing all materials

equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own

machinery Drum mix plant and paver finisher etc.

SBD SECTION-7 BILL OF QUANTITIES-160

4 71.50 Providing and laying 25 mm thick Semi Dense Bituminous

M.T. Concrete with B.T. aggregate as per M.O.R.T. & H.

gradation, asphalt Grade: VG-30 (60/70) for mixing @

50.00 KG. / M.T. i.e. 5.0% by weight of total mix including

heating and mixing the aggregate and asphalt by

continuous batching of drum mix plant and spreading the

same by paver finisher and consolidation with vibratory

roller, including providing all materials equipments, tools

and plants, oil, kerosene, firewood, labour charges etc.

complete using contractor's own machineries drum mix

plant and paver finisher etc. complete.

5 1235.00 Providing and laying Bituminous Painting on B.T. Surface

Smt. with bitumen VG-30 at the rate of 5.00 Kg./10.00 Smt. by

Mechanical Sprayer and spreading flushing sand or stone

dust on painting surface of the road at the rate of

Cmt./10 Smt. with brooming and rolling with PTR Roller.

Rates including all cost of sand/stone dust, equipment T

& P firewood, oil, kerosene, labour charges etc. complete

by using contractor's own machineries.

6 5.00 Renovation of manhole by increasing the height at top

Nos. including cost of excavation, refitting of C. I. manhole

frame and cover curing etc. complete incl. all carting and

providing of materials which is required for the purpose

(except manhole frame and cover) For all type manhole

by providing RCC 1:2:4 Partition walls with required

reinforcement 25 cm thick and circular opening with

500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-161

UMRETH MUNICIPALITY, UMRETH

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ASPHALT ROAD

FROM BABU PAN GALLA TO VATA DHARAMSHALA VIA MATA NI LIMDI TO RAVAL CHAKLA AT UMRETH

Qty. Description Unit Amount

1 2550.00 Preparing surface by Brushing with wire brushes for removing

Smt. caked mud etc. Air compressor / sweeping with brooms and

finally fanning the cleaned surface with gunney bags to

remove all loose dirt etc.(2) Black top/ CC surface.

2 280.50 Providing and laying 50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as per M.O.R.T. & H. specification and asphalt

Grade: V.G.-30 (60/70) for tack coat @ 2.50 KG. / 10 Sq.m.

with mechanical sprayer and asphalt Grade: V.G.-30 (60/70)

for mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix

including heating and mixing the aggregate and asphalt in

Drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's

own machinery Drum mix plant and paver finisher etc.

3 147.00 Providing and laying 25 mm thick Semi Dense Bituminous

M.T. Concrete with B.T. aggregate as per M.O.R.T. & H. gradation,

asphalt Grade: VG-30 (60/70) for mixing @ 50.00 KG. / M.T.

i.e. 5.0% by weight of total mix including heating and mixing

the aggregate and asphalt by continuous batching of drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using contractor's own

machineries drum mix plant and paver finisher etc. complete.

4 2550.00 Providing and laying Bituminous Painting on B.T. Surface with

Smt. bitumen VG-30 at the rate of 5.00 Kg./10.00 Smt. by

Mechanical Sprayer and spreading flushing sand or stone dust

on painting surface of the road at the rate of 0.03 Cmt./10

Smt. with brooming and rolling with PTR Roller. Rates

including all cost of sand/stone dust, equipment T & P

SBD SECTION-7 BILL OF QUANTITIES-162

firewood, oil, kerosene, labour charges etc. complete by using

contractor's own machineries.

5 15.00 Renovation of manhole by increasing the height at top

Nos. including cost of excavation, refitting of C. I. manhole frame

and cover curing etc. complete incl. all carting and providing of

materials which is required for the purpose (except manhole

frame and cover) For all type manhole by providing RCC 1:2:4

Partition walls with required reinforcement 25 cm thick and

circular opening with 500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-163

UMRETH MUNICIPALITY, UMRETH

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION WORK OF ASPHALT ROAD RESURFACING

FROM TALUKA PANCHAYAT TO DUMPING SITE AT UMRETH

Qty. Description Unit Amount

1 2505.00 Preparing surface by Brushing with wire brushes for removing

Smt. caked mud etc. Air compressor / sweeping with brooms and

finally fanning the cleaned surface with gunney bags to

remove all loose dirt etc.(2) Black top/ CC surface.

2 376.00 Providing and Laying Bituminous Grout 75 mm thick

M.T. compacted with B.T. aggregates as M.O.R.T.&H. specification

and asphalt Grade: 60/70 (VG-30) for Tack Coat @

Kg./10 Smt. with Mechanical Sprayer and asphalt for Mixing @

19.90 Kg./M.T. i.e., 1.99% of totala weight mix including

heating and mixing asphalt and aggregate by continuous

batching drum mix plant and laying with paver finisher and

consolidation with vibratory roller, including cost of labour,

material and plant, fuel, oil, kerosene, labour charges etc.

complete using contractor's machinery drum mix plant and

paver finisher etc. complete.

3 276.00 Providing and laying 50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as per M.O.R.T. & H. specification and asphalt

Grade: V.G.-30 (60/70) for tack coat @ 2.50 KG. / 10 Sq.m.

with mechanical sprayer and asphalt Grade: V.G.-30 (60/70)

for mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix

including heating and mixing the aggregate and asphalt in

Drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. complete using contractor's

own machinery Drum mix plant and paver finisher etc.

SBD SECTION-7 BILL OF QUANTITIES-164

4 144.50 Providing and laying 25 mm thick Semi Dense Bituminous

M.T. Concrete with B.T. aggregate as per M.O.R.T. & H. gradation,

asphalt Grade: VG-30 (60/70) for mixing @ 50.00 KG. / M.T.

i.e. 5.0% by weight of total mix including heating and mixing

the aggregate and asphalt by continuous batching of drum mix

plant and spreading the same by paver finisher and

consolidation with vibratory roller, including providing all

materials equipments, tools and plants, oil, kerosene,

firewood, labour charges etc. complete using contractor's own

machineries drum mix plant and paver finisher etc. complete.

5 2505.00 Providing and laying Bituminous Painting on B.T. Surface with

Smt. bitumen VG-30 at the rate of 5.00 Kg./10.00 Smt. by

Mechanical Sprayer and spreading flushing sand or stone

dust on painting surface of the road at the rate of 0.03 Cmt./10

Smt. with brooming and rolling with PTR Roller. Rates

including all cost of sand/stone dust, equipment T & P

firewood, oil, kerosene, labour charges etc. complete by using

contractor's own machineries.

6 23.00 Renovation of manhole by increasing the height at top

Nos. including cost of excavation, refitting of C. I. manhole frame

and cover curing etc. complete incl. all carting and providing of

materials which is required for the purpose (except manhole

frame and cover) For all type manhole by providing RCC 1:2:4

Partition walls with required reinforcement 25 cm thick and

circular opening with 500mm clear dia and 0.40 mt. av. ht.

Add :- 18% of GST, Rs.

Add :- 1% of Quality Controll, Rs.

Add :- 2% of Contingency Charges, Rs.

SBD SECTION-7 BILL OF QUANTITIES-165