Annual Rate 2026-27 Rates of Supplying, Stacking Bituminious Materials and Labour work on various roads of Dolvan Taluka Dist- Tapi.

no. Figures

1 Providing & laying bituminious base course 37.5 mm thick

compacted in single layer asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and 2.5kg/10 smt asphalt VG-30 for tack

coat & using B.T. chips of required gradation including cleaning

and heating asphalt, premix material by drum mix process in

proper gradation and MANUAL LAYING including rolling and 1.00 MT 2482.00

consolidation with 8-10 tonne vibratory roller and providing all

material equipment, tools, and plants, fire wood, oil, kerosene

labour charges etc. complete using contractor's own

machinaries, drum mix plant and Mannual Finish etc. complete.

(Manual Laying)

2 Providing & laying bituminious base course 37.5 mm thick

compacted in single layer asphalt VG-30 grade at 1.99 % by

weight of mix for mixing and 2.5 kg/10 smt asphalt VG-30 for tack

coat & using B.T. chips of required gradation including cleaning

and heating asphalt, premix material by drum mix process in

proper gradation and laying with PAVER FINISHER including

rolling and consolidation with 8-10 tonne vibratory roller and

providing all material equipment, tools, and plants, fire wood, oil,

kerosene labour charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher etc. complete.

(Paver Finish)

3 Providing, laying & rolling 37.5 mm compacted thick B.M. in one

layer with B.T. aggregate as specified and using bitumen VG10

for tack coat at the rate of 2.5kg/10sqm and using bitumen VG10

for mixing with aggregate at the rate of 3.4% i.e. 34kg/M.T. of

total mix including heating and mixing in drum mix plant and

transporting spreading the same by MANUAL LAYING and

cosolidation with vibratory roller including necessary firewood, oil,

lubricants, labour charges, using contractor's own drum mix

plant, machineries and eqipment, tools etc.complete in

accordance with the requirement of specification. (Manual

4 Providing, laying & rolling 37.5 mm compacted thick B.M. in one

layer with B.T. aggregate as specified and using bitumen VG10

for tack coat at the rate of 2.5kg/10sqm and using bitumen VG10

for mixing with aggregate at the rate of 3.4% i.e. 34kg/M.T. of

total mix including heating and mixing in drum mix plant and

transporting spreading the same by PAVER FINISHER and

cosolidation with vibratory roller including necessary firewood, oil,

lubricants, labour charges, using contractor's own drum mix

plant, machineries and eqipment, tools etc.complete in

accordance with the requirement of specification. (Paver Finish)

5 Providing, laying 25mm thick compacted bituminous carpet

considering 0.66 cmt./10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36%

by weight of total mix) for mixing and asphalt for tack coat at rate

2.5 Kg/ 10sq.mt. including heating and mixing the asphalt and

stone aggregates by continuous batching of drum mix plant and

transporting and spreading the same by MANUAL LAYING and

consoli-dation with vibratory roller with necessary equipments oil,

kerosene,fire wood labour charges etc comp.with contractor's

own machineries and equipment tools etc. complete in

accordance with the requirement. (Manual Laying)

6 Providing, laying 25mm thick compacted bituminous carpet

considering 0.66 cmt./10Smt. Stone chips for one M.ton as per

specification, using the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36%

by weight of total mix) for mixing and asphalt for tack coat at rate

2.5 Kg/ 10sq.mt. including heating and mixing the asphalt and

stone aggregates by continuous batching of drum mix plant and

transporting and spreading the same by PAVER FINSIHER and

consoli-dation with vibratory roller with necessary equipments oil,

kerosene,fire wood labour charges etc comp.with contractor's

own machineries and equipment tools etc. complete in

accordance with the requirement. (Paver Finish)

7 Providing & laying seal coat with B.T. agg. as specifed using agg.

at the rate of 0.24 cu.mt/10Sq.Mt.and bitumen VG-30 for mixing

agg. at the rate of 4.50% i.e. 45.00 kg/M.T. and 2.5kg/10 smt

asphalt VG-30 for tack coat including heating & mixing in hot /

drum mix plant & transporting & spreading the same by MANUAL

LAYING & consolidation with vibratory roller incl. necessary 1.00 MT 4341.80

firewoood, oil, lubricants, labour charges etc. using contractor's

own drum mix plant, machineries & equipment, tools etc.

complete in accordance with the requirement of specification.

(Manual Laying)

8 Providing & laying seal coat with B.T. agg. as specifed using agg.

at the rate of 0.24 cu.mt/10Sq.Mt.and bitumen VG-30 for mixing

agg. at the rate of 4.50% i.e. 45.00 kg/M.T. and 2.5kg/10 smt

asphalt VG-30 for tack coat including heating & mixing in hot /

drum mix plant & transporting & spreading the same by PAVER

FINISHER & consolidation with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges etc. using contractor's

own drum mix plant, machineries & equipment, tools etc.

complete in accordance with the requirement of

specification.(Paver Finish)

9 Providing and laying mix seal surfacing 20 mm thick on

previously laid bituminious base course surface as wearing

course with specified graded machine crushed aggregate

premixed with biltuminious binder 51 Kg/M.T. & 2.50kg/10 Sq.mt.

Asphalt VG-30 For Tack Coat of total mix in a drum mix plant

transporting the mixed material by tripper and laying with

MANUAL FINISH to the road level and rolling with power roller of

8- 10 tonne including cost of carrying of materials and necessary

firewood oil. lubricants.labour charges etc. using contractor's own

drum mix plant, machinaries and equipment tool etc. completed

in accordance with the requirement of specification.

10 Providing bituminious base course 37.5 mm thick compacted in

single layer asphalt VG-30 grade at 1.99 % by weight of mix for

mixing and 2.5kg/10 smt asphalt VG-30 for tack coat & using

B.T. chips of required gradation including cleaning and heating

asphalt, premix material by drum mix process in proper gradation 1.00 MT 2378.00

and providing all material equipment, tools, and plants, fire wood,

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

own machinaries, drum mix plant etc. complete.

11 Providing mix seal surfacing 20 mm thick on previously laid

bituminious base course surface as wearing course with

specified graded machine crushed aggregate premixed with

biltuminious binder 51 Kg/M.T. of total mix in a drum mix plant

and necessary firewood oil. lubricants.labour charges etc. using

contractor's own drum mix plant, machinaries and equipment tool

etc. completed in accordance with the requirement of

specification.

12 Providing 37.5 mm compacted thick B.M. in one layer with B.T.

aggregate as specified and using bitumen VG10 for mixing with

aggregate at the rate of 3.4% i.e. 34kg/M.T. of total mix including

heating and mixing in drum mix plant and including necessary

firewood, oil, lubricants, labour charges, using contractor's own

drum mix plant, machineries and eqipment, tools etc.complete in

accordance with the requirement of specification.

13 Providing 25mm thick compacted bituminous carpet considering

0.66 cmt./10Smt. Stone chips for one M.ton as per specification,

using the asphalt at rate 33.60 Kg/M.ton (i.e. 3.36% by weight of

total mix) for mixing and asphalt for tack coat at rate 2.5 Kg/

10sq.mt. including heating and mixing the asphalt and stone

aggregates by continuous batching of drum mix plant with

necessary equipments oil, kerosene,fire wood labour charges etc

comp.with contractor's own machineries and equipment tools etc.

complete in accordance with the requirement.

14 Providing seal coat with B.T. agg. as specifed using agg. at the

rate of 0.24 cu.mt/10Sq.Mt.and bitumen VG-30 for mixing agg. at

the rate of 4.50% i.e. 45.00 kg/M.T. including heating & mixing in

hot / drum mix plant incl. necessary firewoood, oil, lubricants,

labour charges etc. using contractor's own drum mix plant,

machineries & equipment, tools etc. complete in accordance with

the requirement of specification.

15 Labour charges for laying premixed bituminious macadam /

concrete / carpet etc. by hot mix laid process including heating

the asphalt and aggregates by continuous hot mix,transporting

the mix and spreading the same by paverfinisher and

consilidation with powerroller including providing and 1.00 MT 650.00

layinguniformaly tack coat includingproviding and laying

uniformaly tackcoat including necessary fire wood oil lubricants,

labour charges and hirecharges of the required plant

andmachineries etc. complete.

16 Chipping & removing the debonded/ delaminated/ loose/

disintegrated concrete at the places and in the manner and upto

the depth and in regular shape as advised by the Engineer in

charge without damaging the reinforcement/ RCC with the help of

chisel and light hammering or equivalent equipments. Cleaning

the surface with wire brushes making the surface free from dust,

oil and all impurities etc. as directed by Engineer Incharge.

(Actual consumed bag shall be measured for payment.)

1.00 25 kg Bag 1218.00

Patch repair to damaged concrete up to average 50 mm depth

(by using ready to use patch repair mortar of best stanadard

approved brand as per data sheet) and as per the work

methodology and specifications & cost of all material, labour,

machinery, equipment, taking necessary safety measures for all

floors as directed and approved by EIC.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Divn. Panchayat (R & B) Division

Vyara Tapi

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures and words) of

the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

Net Rs. …………………….… Total Rs. ………….……......

In words ………………….……………………………. In words ………………….…………………

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer –

In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

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 the reisa change as

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

the rate of input rate mentioned in all the tender.

Signature of the Contractor Executive Engineer

Panchayat(R&B) Division

Tapi-Vyara