15 PERCENTAGE VIVEKADHIN YEAR 2026-27

BILIMORA MUNICIPALITY

Name of Work:- Preparing Block Paving At Valmikivas Road Beside Ward-1 Bilimora ta-Gandevi,Dist- Navsari

Sr.No. Quantity Unit ITEM Unit Amount

1 83.30 CM Box cutting the road surface to proper slope and camber 183.10 CM

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 2.50km.lead.(AS per R.A)

Add 1% Labour cess

2 41.65 CM Construction of Granular sub base Grading-1 by 1250.60 CM

providing course grade B.T Machine crushed material

satisfaying Most Specification of grading-1 including

spreding in uniform layers with motor grader on prepared

surface mix in place method with rotavator at omc and

compacting with smooth wheel roller to achieve the

desired density, complete as per Technical Specification

Add 1% Labour cess

3 260.00 SM Providing and fixing pre-cast Rubber Dye / steel Dye inter 697.10 SM

locking concrete block 60mm thick with grade of

concrete M200 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm 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..

Add 1% Labour cess

Name of Work :- Preparing Block Paving Urban Health Center inside nd front side Block Paving At W-8 Bilimra ta-Gandevi,Dist-

Sr.No. Quantity Unit ITEM Unit Amount

1 83.50 CM Box cutting the road surface to proper slope and camber 183.10 CM

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 2.50km.lead.(AS per R.A)

Add 1% Labour cess

2 41.80 CM Construction of Granular sub base Grading-1 by 1250.60 CM

providing course grade B.T Machine crushed material

satisfaying Most Specification of grading-1 including

spreding in uniform layers with motor grader on prepared

surface mix in place method with rotavator at omc and

compacting with smooth wheel roller to achieve the

desired density, complete as per Technical Specification

Add 1% Labour cess

3 278.40 SM Providing and fixing pre-cast Rubber Dye / steel Dye 697.10 SM

inter locking concrete block 60mm thick with grade of

concrete M200 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm 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..

Add 1% Labour cess

Name of Work:- Preparing Block Paving At Old Nagarpalika Back side nd . Bilimra ta-Gandevi,Dist- Navsari

Sr.No. Quantity Unit ITEM Unit Amount

1 32.70 CM Box cutting the road surface to proper slope and camber 183.10 CM

for making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 2.50km.lead.(AS per R.A)

Add 1% Labour cess

2 16.35 CM Construction of Granular sub base Grading-1 by 1250.60 CM

providing course grade B.T Machine crushed material

satisfaying Most Specification of grading-1 including

spreding in uniform layers with motor grader on prepared

surface mix in place method with rotavator at omc and

compacting with smooth wheel roller to achieve the

desired density, complete as per Technical Specification

Add 1% Labour cess

3 109.00 SM Providing and fixing pre-cast Rubber Dye / steel Dye 697.10 SM

inter locking concrete block 60mm thick with grade of

concrete M200 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm 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.

Add 1% Labour cess

Name of Work :- Providing and Laying Storm water Pipe Drain Swami Vivekanand Staue to Box Drain in ward no.3

Bilimora Ta-Gandevi, Dist- Navsari.

Sr.No. Quantity Unit ITEM Unit Amount

1 164.70 CM Excavation for foundation up to 1.5 Mt. Depth including 89.00 CM

sorting out and stacking of useful materials and deposing

of the excavated stuff up to50mtr. lead (A)in all sorts of

soil and soft murrum

Add 15% Labour cess

2 122.00 RM Providing & Supplying ISI Standarad R.C.C. Pipe in 1361.00 RM

Standarad length of following class and diameter suitable

for either collar joints or rubber ring joints including all

taxes, insurance, transportation, freight charge,octroi,

inspection charges,loading, unloading,conveyance to

departmental stores, stacking etc. complete(IS-458/1989)

Class NP-3 test pressure 0.7kg./sq.mt (450mm dia)

3 122.00 RM Lowering, laying and jointing R.C.C. pipe in C.M. 1:1/2 171.00 RM

of following diameters in proper position,grade and

alignment as directed by Engineerin-charge including

conveyance from stores to site of work,

NP2,NP3,NP4(450mm dia)

Add 15% Labour cess

4 RCC precast M.H. Frame & Cover Manufacture, supply

& Delivery at store or at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flate, curring mold work etc.

8.00 Nos Frame suitable for 50cm opening of MH 1121.00 Nos

8.00 Nos Cover suitable for 50cm opening of MH 1173.00 Nos

Add 1% Labour cess

5 Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and

outside 20mm thick plastering in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C M.

fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers) over

manholes and house connection chambers and fixing

Manhole covers (but excluding supplying of manhole

covers) over scraper manhole etc. complete, providing

and fixing safety chain wherever necessary as per the

stipulations in the type design complete as per latest

CPHEEO manual. (excl.excavation)

a) Manhole type "A" Circular type having inside Nos

diameter of 1200 mm for depth upto 1.5 m depth (for

mm to 500 mm dia sewer)

8.00 Nos 1 Manhole type "A" as above but upto 1.0 M depth.

Add 15% Labour cess

4.00 Rmt 2. Extra Depth BEyond 1.00m But up to 1.5.m 6628.00 Rmt

Depth for A Type MAnhole Above

Add 15% Labour cess

6 145.31 SM Refilling the pipeline trenches incl. ramming, watering, 22.00 SM

consolidating desposal of surplus stuff as directed within

a radius of 3 km. For 0.0 m to 1.50 m depth

Add 15% Labour cess

Name of Work :- Providing and Laying Storm water Pipe Drain Tp Plot -112 to Anad nagar Soc. in ward no.6 Bilimora Ta-

Gandevi, Dist- Navsari.

Sr.No. Quantity Unit ITEM Unit Amount

1 636.66 CM Excavation for foundation up to 1.5 Mt. Depth including 89.00 CM

sorting out and stacking of useful materials and deposing

of the excavated stuff up to50mtr. lead (A)in all sorts of

soil and soft murrum

Add 15% Labour cess

2 393.00 RM Providing & Supplying ISI Standarad R.C.C. Pipe in 1361.00 RM

Standarad length of following class and diameter suitable

for either collar joints or rubber ring joints including all

taxes, insurance, transportation, freight charge,octroi,

inspection charges,loading, unloading,conveyance to

departmental stores, stacking etc. complete(IS-458/1989)

Class NP-3 test pressure 0.7kg./sq.mt (450mm dia)

3 393.00 RM Lowering, laying and jointing R.C.C. pipe in C.M. 1:1/2 171.00 RM

of following diameters in proper position,grade and

alignment as directed by Engineerin-charge including

conveyance from stores to site of work,

NP2,NP3,NP4(450mm dia)

Add 15% Labour cess

4 RCC precast M.H. Frame & Cover Manufacture, supply

& Delivery at store or at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flate, curring mold work etc.

31.00 Nos Frame suitable for 50cm opening of MH 1121.00 Nos

31.00 Nos Cover suitable for 50cm opening of MH 1173.00 Nos

Add 1% Labour cess

5 Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and

outside 20mm thick plastering in C. M. 1:3 necessary

100 mm coping with reinforcement in R.C.C M.

fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers) over

manholes and house connection chambers and fixing

Manhole covers (but excluding supplying of manhole

covers) over scraper manhole etc. complete, providing

and fixing safety chain wherever necessary as per the

stipulations in the type design complete as per latest

CPHEEO manual. (excl.excavation)

a) Manhole type "A" Circular type having inside Nos

diameter of 1200 mm for depth upto 1.5 m depth (for

mm to 500 mm dia sewer)

31.00 Nos 1 Manhole type "A" as above but upto 1.0 M depth.

Add 15% Labour cess

16.00 Rmt 2. Extra Depth BEyond 1.00m But up to 1.5.m 6628.00 Rmt

Depth for A Type MAnhole Above

Add 15% Labour cess

6 574.66 SM Refilling the pipeline trenches incl. ramming, watering, 22.00 SM

consolidating desposal of surplus stuff as directed within

a radius of 3 km. For 0.0 m to 1.50 m depth

Add 15% Labour cess

SCHEDULE B-1 Preparing Block Paving At Valmikivas Road Beside Ward-1 Bilimora ta-Gandevi,Dist- Navsari

SCHEDULE B-2 Preparing Block Paving Urban Health Center inside nd front side Block Paving At W-8 Bilimra ta-

SCHEDULE B-3 Preparing Block Paving At Old Nagarpalika Back side nd . Bilimra ta-Gandevi,Dist- Navsari

SCHEDULE B-4 Providing and Laying Storm water Pipe Drain Swami Vivekanand Staue to Box Drain in ward no.3

SCHEDULE B-5 Providing and Laying Storm water Pipe Drain Tp Plot -112 to Anad nagar Soc. in ward no.6 Bilimora

I/We am/are Willing to complete the said work ..............below/above than the above estimated rates i.e.

Note :- 18% GST will be paid by seperatly.

Dated signature of contractor

Municipal Engineer Chief Officer

Billimora Municipality Billimora Municipality