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

Name of Work :- Rates of Supplying , Stacking Bituminious Materials and Labour work on various roads of Uchchhal

Taluka Dist- Tapi

Discription of Item Quantity Unit Amount

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 1.00 MT 2482.00

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 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 Laying)

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

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. 1.00 MT 4341.80

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. (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

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 1.00 MT 2378.00

gradation 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.

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

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

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

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

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

*( 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