BID DOCUMENTS FOR CONSTRUCTION WORK OF ASPHALT ROAD FROM -SUNDERVAN SOCIETY INTERNAL ROAD,ABRAMA, WARD NO-10 AND DHARAMPUR MAIN ROAD TO RAMRTNA SOCIETY ROAD,ABRAMA, WARD NO-11 AT VALSAD NAGARPALIKA VALSAD UNDER: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA- (YEAR: 2025-26) GRANT.

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.

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

Signature of Contractor Chief Officer

Valsad Nagarpalika

SECTION-7 BILL OF QUANTITIES-162

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -SUNDERVAN SOCIETY INTERNAL ROAD,ABRAMA, WARD NO-10 , VALSAD

Sr. Qauntity Item Total Unit Amount

1 980.00 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. 29.12 Smt

2 1592.00 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 0.70-1.0 kg/Sqm using mechanical

means as per technical Specification Clause-502.

3 192.00 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.

4 131.34 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-163

5 91.54 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 1592.00 Providing and laying Bituminous Painting on B.T. Surface 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 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 22.00 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.

8 160.00 Road marking with hot applied thermoplastic paints with reflectorising

Smt. glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35- 2015. The finished surface

to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on cemend road shalll

be min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity should be two years.

9 140.00 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo

Nos beautile sterine ijunction high compressed molding with reflector

made of MMC ( Prismetic type of size 12cm x 6cm x 2.50cm)

provided with betuminous adhesive 100g. With each unit for fixing

(High Intensity Grade)

SBD SECTION-7 BILL OF QUANTITIES-164

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR ASPHALT ROAD

FROM -DHARAMPUR MAIN ROAD TO RAMRTNA SOCIETY ROAD,ABRAMA, WARD NO-11, VALSAD

Sr. Qauntity Item Total Unit Amount

1 440.80 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 400 Meters

upto 500 Meters

2 232.00 Providing and laying Wet Mix Macadam Base Course as per MORTH

Smt 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.

3 1160.00 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.

4 174.00 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. 2141.92 M.T.

5 95.70 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 &

SBD SECTION-7 BILL OF QUANTITIES-165

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

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

6 66.70 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.

7 1160.00 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.

8 10.00 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.

9 116.00 Road marking with hot applied thermoplastic paints with reflectorising

Smt. glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35- 2015. The finished surface

to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The white color

marking should provide liminance coefficinet on cemend road shalll

be min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity should be two years.

10 98.00 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo

Nos beautile sterine ijunction high compressed molding with reflector

SBD SECTION-7 BILL OF QUANTITIES-166

made of MMC ( Prismetic type of size 12cm x 6cm x 2.50cm)

provided with betuminous adhesive 100g. With each unit for fixing

(High Intensity Grade) 375.72 Nos

SBD SECTION-7 BILL OF QUANTITIES-167