BID DOCUMENTS FOR ROAD RESURFACING WORK OF ASPHALT ROAD AND PAVER BLOCK IN VARIOUS AREA AT VALSAD NAGARPALIKA UNDER: MUKHYAMANTRI SHEHRI SADAK YOJANA (YEAR: 2025-26) SECOND STAGE.

SECTION-7 BILL OF QUANTITIES-166

19 ESTIMATE FOR ASPHALT ROAD FROM -HALAR ROAD MAIN ROAD MANISH SHOP TO Rs.

AVABAI GROUND BIHAIND GATE JOINT MAIN ROAD, WARD NO-9 , VALSAD

20 ESTIMATE FOR ASPHALT ROAD FROM -SONA NAGAR SOCIETY JOINT ROAD TO Rs.

LALLA BHAVSAR HOUSE AND DIPSHIH GALI,ABRAMA, WARD NO-10 , VALSAD

21 ESTIMATE FOR ASPHALT ROAD FROM -SONA NAGAR SOCIETY SANJAYBHAI SHOP Rs.

TO TADKESWAR SOCIETY JOINT ROAD,ABRAMA, WARD NO-10 , VALSAD

22 ESTIMATE FOR PAVER BLOCK ROAD OPP.S.T. WORK-SHOP MAIN ROAD TO Rs.

JAYESHBHAI NAYKA HOUSE (WORD-NO-10)- VALSAD

23 ESTIMATE FOR ASPHALT ROAD FROM -ROO FECTORY TO DARSNA PLASTIK CONPNY Rs.

JOINT ROAD,ABRAMA, WARD NO-11 , VALSAD

24 ESTIMATE FOR PAVER BLOCK ROAD AT-BHADARI FALIYA NAYNABEN Rs.

MAHESHBHAI HOUSE TO MAIN ROAD & BHAVANI MATA MANDIR AREA (WORD-NO-

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in

words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good

for work under.

Note : 3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

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.

Note : 5 18 % GST Will be paid separately by Valsad Nagarpalika.

Signature of Contractor Chief Officer

Valsad Nagarpalika

SECTION-7 BILL OF QUANTITIES-167

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -ANGANWADI TO VIJAY SHOP TO PANJRI FALIYA JOINT ROAD, WARD NO-1 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 1400.00 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.(ii) Black top/ CC surface.

2 1400.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 63.00 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 total 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.

4 144.38 Providing and Laying 37.50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as Per MORT & H. specification & asphalt for tack

coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen

Grade 60/70 for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total

weight of mix including heating the aggregate & asphalt in

continous batching drum mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including

providing all materials equipments, tools & plants, fire wood, oil,

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

machinery drum mix plant & paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-168

5 100.63 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.

6 1750.00 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.

7 18.00 Renovation of Manhole by Increasing the Height at top including

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

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

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 cicular opening with

500 mmclear dia and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-169

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -KHADKIBHAGDA KUWA TO ANGANWADI RAKHODIYA TALAV TO SAIBABA MANDIR, WARD NO-1

Sr. Qauntity Item Total Unit Amount

1 1400.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 2720.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 122.40 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 224.40 Providing and Laying 37.50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as Per MORT & H. specification & asphalt for tack

coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade

60/70 for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-170

5 156.40 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 2720.00 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.

7 25.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-171

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM - PADAR DEVI MANDIR TO SHOPING CENTER JOINT MAIN ROAD, AND NATHUBHAI COMPLEX JOINT

ROAD & MISRA HOUSE ROAD,MOGRAWADI, WARD NO-3 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 2760.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 4032.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 181.44 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 332.64 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

SBD SECTION-7 BILL OF QUANTITIES-172

5 231.84 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 4032.00 Providing and laying Bituminous Painting on B.T. Surface with bitumen

Smt 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.

7 38.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-173

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT-AJGAR ALI HOUSE TO HANSHBEN HOUSE TO BHAGUBHAI HOUSE & INTERNAL GALI NEAR MOTA TALAV JOINT ROAD

(WORD-NO-4)- VALSAD

Sr. Qauntity Item Discription Unit Amount

1 217.88 Box cutting the road surface to proper slope & camber for making

Cmt. a base of road work incl. a removing the excavated stuff &

depositing on the road side slope as directed up to 50 m lead.(c)

Above 400 Meters upto 500 Meters

2 217.88 Providing and laying Compacted G.S.B. 150 mm thick

Cmt. Unscreened Gravel including spreading,Watering & Consolidation

vibratory roller etc.Complete. 947.28 Cmt.

3 1097.50 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC SP 63-2018 etc Complete.

4 18.00 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and

5 9.60 Renovation of Manhole by Increasing the Height at top including

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

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

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 cicular opening with

500 mmclear dia and 0.40mt.av. ht. 3407.74 No.

SBD SECTION-7 BILL OF QUANTITIES-174

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT-AMBUNAGAR RAJESH PAINTER HOUSE TO RAJUBHAI DABELI AND DASCHHAPRI TABELA TO BHRMDEV MANDIR (WORD-NO-3)- VALSAD

Sr. Qauntity Item Discription Unit Amount

1 144.00 Box cutting the road surface to proper slope & camber for making

Cmt. a base of road work incl. a removing the excavated stuff &

depositing on the road side slope as directed up to 50 m lead.(c)

Above 400 Meters upto 500 Meters

2 144.00 Providing and laying Compacted G.S.B. 150 mm thick

Cmt. Unscreened Gravel including spreading,Watering &

Consolidation vibratory roller etc.Complete. 947.28 Cmt.

3 960.00 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC SP 63-2018 etc Complete.

4 9.00 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and

5 9.60 Renovation of Manhole by Increasing the Height at top including

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

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

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 cicular

opening with 500 mmclear dia and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-175

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT-ISVERBHAI HOUSE TO JAY-KISANBHAI HOUSE,HARINAGAR,AMBAJINAGAR AREA JOINT ROAD (WORD-NO-3)- VALSAD

Sr. Qauntity Item Discription Unit Amount

1 84.00 Box cutting the road surface to proper slope & camber for making

Cmt. a base of road work incl. a removing the excavated stuff &

depositing on the road side slope as directed up to 50 m lead.(c)

Above 400 Meters upto 500 Meters

2 84.00 Providing and laying Compacted G.S.B. 150 mm thick

Cmt. Unscreened Gravel including spreading,Watering & Consolidation

vibratory roller etc.Complete.

3 560.00 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC SP 63-2018 etc Complete.

4 6.00 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth.

5 9.60 Renovation of Manhole by Increasing the Height at top including

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

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

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 cicular opening with

500 mmclear dia and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-176

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -DARPAN APPARTMENT TO AXAR TAILOR JOINT ROAD,NEAR MOGRAWADI NALA, WARD NO-3

Sr. Qauntity Item Total Unit Amount

1 385.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1015.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 45.68 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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. 2598.40 M.T.

4 83.74 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete. 4205.68 M.T.

SBD SECTION-7 BILL OF QUANTITIES-177

5 58.36 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1015.00 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.

7 8.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-178

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -NAGESWAR MANDIR TO SUKI TALAVDI TO RAIL-WAY STATION,MOGRAWADI, WARD NO-4 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 3100.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 3220.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 48.30 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 268.13 Providing and Laying 37.50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as Per MORT & H. specification & asphalt for tack

coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade

60/70 for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-179

5 186.88 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 3250.00 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.

7 23.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-180

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT- MANISHBHAI HOUSE TO GULIYABHAI HOUSE TO SURESHBHAI HOUSE MAIN ROAD JOINT,SUKITALAVDI (WORD-NO-4)-

Sr. Qauntity Item Discription Unit Amount

1 36.90 Box cutting the road surface to proper slope & camber for making a

Cmt. base of road work incl. a removing the excavated stuff & depositing

on the road side slope as directed up to 50 m lead.(c) Above

Meters upto 500 Meters

2 36.90 Providing and laying Compacted G.S.B. 150 mm thick Unscreened

Cmt. Gravel including spreading,Watering & Consolidation vibratory roller

3 246.00 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidlines

of IRC SP 63-2018 etc Complete.

4 3.50 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth.

5 5.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-181

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT- SATISHBHAI BABUBHAI HOUSE TO HANUMA MANDIR MAIN ROAD JOINT,PAR FALIYA,MOGRAWADI (WORD-NO-4)-

Sr. Qauntity Item Discription Unit Amount

1 39.38 Box cutting the road surface to proper slope & camber for making a

Cmt. base of road work incl. a removing the excavated stuff & depositing

on the road side slope as directed up to 50 m lead.(c) Above

Meters upto 500 Meters

2 39.38 Providing and laying Compacted G.S.B. 150 mm thick Unscreened

Cmt. Gravel including spreading,Watering & Consolidation vibratory roller

etc.Complete. 947.28 Cmt.

3 262.50 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidlines

of IRC SP 63-2018 etc Complete. 742.15 Smt.

4 3.50 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth.

5 4.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear

dia and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-182

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM - GUJRAT BUETRY OPP. RATHOD MEDICAL JOINT ROAD, WARD NO-5 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 0.00 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.(ii) Black top/ CC surface.

2 450.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

4 37.13 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

5 25.88 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

SBD SECTION-7 BILL OF QUANTITIES-183

6 450.00 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.

7 2.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-184

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM - DHAN-LAXMI APP. TO SHIVAM TREDARS, WARD NO-6 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 1280.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1280.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 29.70 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching drum

mix plant and spreading the same by paver finisher & consolidation

with vibratory roller including providing all materials equipments, tools

& plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

complete. 4205.68 M.T.

4 103.04 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

SBD SECTION-7 BILL OF QUANTITIES-185

5 1280.00 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. 33.31 Smt

6 8.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht. 3407.74 Nos.

SBD SECTION-7 BILL OF QUANTITIES-186

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -JALDEVI TO SIDHSHILA AND SAHID CHOWK TO KASTURBA GATE & SARGAP APP PASE, WARD NO-6

Sr. Qauntity Item Total Unit Amount

1 375.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1685.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 50.55 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 139.01 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

SBD SECTION-7 BILL OF QUANTITIES-187

5 96.89 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1685.00 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. 33.31 Smt

7 15.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht. 3407.74 Nos.

SBD SECTION-7 BILL OF QUANTITIES-188

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -M.G ROAD TO MUNDRA SWEET GALI, WARD NO-6 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 540.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1020.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 45.90 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 84.15 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching drum

mix plant and spreading the same by paver finisher & consolidation

with vibratory roller including providing all materials equipments,

tools & plants, fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery drum mix plant & paver finisher

SBD SECTION-7 BILL OF QUANTITIES-189

5 58.65 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1020.00 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.

7 10.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-190

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -NANI MEHTWAD TO G.V.D. SCHOOL TO AGAM APP., WARD NO-6 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 720.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1190.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 0.00 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 78.38 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching drum

mix plant and spreading the same by paver finisher & consolidation

with vibratory roller including providing all materials equipments,

tools & plants, fire wood, oil, kerosene, labour charges etc. complete

using contractor's own machinery drum mix plant & paver finisher

SBD SECTION-7 BILL OF QUANTITIES-191

5 54.63 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 950.00 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. 33.31 Smt

7 12.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht. 3407.74 Nos.

SBD SECTION-7 BILL OF QUANTITIES-192

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -SWAD BAKERY TO RAJGIRI APP.AND OM RESIDENSY, WARD NO-6 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 360.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 410.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 18.45 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 28.88 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-193

5 20.13 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 350.00 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.

7 5.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-194

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -BIHAIND BHAGINI SAMAJ TO SSNIDHYA BUNGLOW AND BHARAT DAIRY MAIN ROAD JOINT ROAD,

WARD NO-8 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 900.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1380.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 27.00 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 74.25 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

complete. 4205.68 M.T.

SBD SECTION-7 BILL OF QUANTITIES-195

5 86.25 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1500.00 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.

7 15.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-196

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -OPP.COLLECTOR OFFICE GALI NEAR MUTHOOT FINANCE OFFICE GALI TITHAL ROAD JOINT ROAD,

WARD NO-9 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 900.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 900.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

4 61.88 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

5 43.13 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

SBD SECTION-7 BILL OF QUANTITIES-197

6 750.00 Providing and laying Bituminous Painting on B.T. Surface with bitumen

Smt 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.

7 8.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-198

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM - HALAR ROAD MAIN ROAD MANISH SHOP TO AVABAI GROUND BIHAIND GATE JOINT MAIN ROAD,

WARD NO-9 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 1530.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1955.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 12.75 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 105.19 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70

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

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-199

5 112.41 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1955.00 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.

7 15.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-200

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -SONA NAGAR SOCIETY JOINT ROAD TO LALLA BHAVSAR HOUSE AND DIPSHIH GALI,ABRAMA, WARD

Sr. Qauntity Item Total Unit Amount

1 700.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1060.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 15.90 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 87.45 Providing and Laying 37.50 mm thick Bituminous Macadam with

M.T. B.T. aggregate as Per MORT & H. specification & asphalt for tack

coat @ 2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade

60/70 for mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix

including heating the aggregate & asphalt in continous batching

drum mix plant and spreading the same by paver finisher &

consolidation with vibratory roller including providing all materials

equipments, tools & plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant &

paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-201

5 60.95 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 1060.00 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.

7 15.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-202

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -SONA NAGAR SOCIETY SANJAYBHAI SHOP TO TADKESWAR SOCIETY JOINT ROAD,ABRAMA, WARD NO-

Sr. Qauntity Item Total Unit Amount

1 2275.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 2395.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 72.00 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

4 200.06 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with vibratory

roller including providing all materials equipments, tools & plants, fire

wood, oil, kerosene, labour charges etc. complete using contractor's

own machinery drum mix plant & paver finisher etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-203

5 139.44 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

6 2425.00 Providing and laying Bituminous Painting on B.T. Surface with bitumen

Smt 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.

7 24.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-204

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT- OPP.S.T. WORK-SHOP MAIN ROAD TO JAYESHBHAI NAYKA HOUSE (WORD-NO-10)- VALSAD

Sr. Qauntity Item Discription Unit Amount

1 206.25 Box cutting the road surface to proper slope & camber for making a

Cmt. base of road work incl. a removing the excavated stuff & depositing

on the road side slope as directed up to 50 m lead.(c) Above

Meters upto 500 Meters

2 206.25 Providing and laying Compacted G.S.B. 150 mm thick Unscreened

Cmt. Gravel including spreading,Watering & Consolidation vibratory roller

3 1375.00 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidlines

of IRC SP 63-2018 etc Complete.

4 11.50 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth.

5 9.00 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht. 3407.74 No.

SBD SECTION-7 BILL OF QUANTITIES-205

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -ROO FECTORY TO DARSNA PLASTIK CONPNY JOINT ROAD,ABRAMA, WARD NO-11 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 1060.00 Preparing surface by Brushing with wire brushes for removing caked

Smt mud etc. Air compressor / sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc.(ii)

Black top/ CC surface.

2 1060.00 Providing and laying Primer coat with Bitumen(SS-1) on prepared

Smt surface of granular base including clearing of road surface and

spraying primer at the rate of 0.75-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 103.76 Box cutting the road surface to proper slope & camber for making a

Cmt. base of road work incl. a removing the excavated stuff & depositing

on the road side slope as directed up to 50 m lead.(c) Above

Meters upto 500 Meters

4 55.60 Providing and laying Wet Mix Macadam Base Course as per MORTH

Cmt. Specification using machine crushed B.T chips as per required

gradation,mixing with required optimum quantity of water converying

the mix to site of work,spreading in to grade and camber with paver /

Mechanical means and consoilation each layer with vibratory roller to

achieve the desired density including cost of material labour plant and

equipment etc. complete.

5 37.53 Providing and Laying Bituminous Grout 75 mm thick compacted with

M.T. 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.

SBD SECTION-7 BILL OF QUANTITIES-206

6 111.38 Providing and Laying 37.50 mm thick Bituminous Macadam with B.T.

M.T. aggregate as Per MORT & H. specification & asphalt for tack coat @

2.50 Kg./10 Smt. with Mechanical Sprayer & Bitumen Grade 60/70 for

mixing @ 34.00 Kg./M.T. i.e., 3.40 % of total weight of mix including

heating the aggregate & asphalt in continous batching drum mix plant

and spreading the same by paver finisher & consolidation with

vibratory roller including providing all materials equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery drum mix plant & paver finisher etc.

7 119.03 Providing and laying 25 mm thick Semi Dense Bituminous Concrete

M.T. 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.

8 2070.00 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.

9 18.00 Renovation of Manhole by Increasing the Height at top including cost

Nos. of excavation, refitting of C.I. Maanhole frame and cover curing

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht.

SBD SECTION-7 BILL OF QUANTITIES-207

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR PAVER BLOCK ROAD

AT-BHADARI FALIYA NAYNABEN MAHESHBHAI HOUSE TO MAIN ROAD & BHAVANI MATA MANDIR AREA (WORD-NO-11- VALSAD

Sr. Qauntity Item Discription Unit Amount

1 71.25 Box cutting the road surface to proper slope & camber for making a

Cmt. base of road work incl. a removing the excavated stuff & depositing

on the road side slope as directed up to 50 m lead.(c) Above

Meters upto 500 Meters

2 71.25 Providing and laying Compacted G.S.B. 150 mm thick Unscreened

Cmt. Gravel including spreading,Watering & Consolidation vibratory roller

3 415.00 Providing and Fixing Pre-cast Rubber Dye/Steel Dye interlocking

Smt. concrete block 80mm thick with Grade M-300 pnumatic

compressed/vibrated mechanically and as per approved esing

confirming to is 15658;2006 including 35mm sand layer for levelling

and filling the joint with sand in proper line and level as per guidlines

of IRC SP 63-2018 etc Complete.

4 7.50 Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse

Cmt. sand : 4 graded stone aggregrate 20mm nominal size) and curing

complete excluding cost of form work in (A) Foundation and plinth.

5 9.60 Renovation of Manhole by Increasing the Height at top including

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

etc.complete incl. all.carting and providing of materrials 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 cicular opening with 500 mmclear dia

and 0.40mt.av. ht. 3407.74 No.

SBD SECTION-7 BILL OF QUANTITIES-208