SWARNIM JAYANTI MUKHYA MANTRI SHAHERI VIKAS 2025-26

1 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.

( Asphalt Road )

2 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.

( Retaining Wall )

1 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.

( Asphalt Road )

No. Description Quantity Total Rate Per Amount

1 Box Cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed up to 50 Mt.Lead 3961.28 112.02 Cu. Mtr.

Carting of surplus earth (A) Lime , murrum, building

rubbish, earth, manure or sludge & execavated rock

and rubbish, (2) Earth 2 (KM Lead) 3961.28 62.48 Cu. Mtr.

3 Providing and laying Compacted WBM (Grade II) with

BT crushed metal of size 40mm to 63mm) including

using 20 percentage stone Screening grit 0.16 cum and

stone dust 0.08 cum as filler including for Spreading,

watering and consolidation by vibrator power road

roller 8 tone to 12 tone etc complete as per morth

clause 404. 900.29 1809.25 Cu.Mtr.

4 Providing and Laying W.M.M. mm thick with M.C BT

chips as per required gradation mixing with

required optimum quantity of water Including

spreading watering consolidation using power and

rolier etc. complete. 540.17 1280.68 Cu.Mtr.

providing and laying Bitumenous grout compacted with

(VG 30) asphalt 60/70 grade at the tare of

Percentage by weight of total mix for mixing and tack

coat at 2.5kg/10sqm, emulsion on BT Surface using

B.T chips of required gradation including cleaning

and heating the aggregate and asphalt by

continuous batching of Drum mix plant and spreding

the same by paver finisher one layer and

consolidation with vibratory roller and power roller

including providing all materials, equipment, tools

and plants, oil, kerosene, firewood, labour charges

etc. coreplete using contractor own machmaries

Drum mix plant and parver finisher etc Complete 324.10 2844.16 M.T.

Providing and Laying 50mm thick B.M. with BT

Aggregate as per M.O.RT and H specification and

(VG 30) asphalt Grade 60/70 for tack coat

2.50kg/10 smt and mixing 34.00kg/MT i.e.

3.40Percentage by weight of total mix including

heating the aggregate and asphalt in contonuous

batching drum mis plant and spreading the same

by paver finisher and consolidation with vibratory

roller including providing all materials equipments,

tools and plants, fire wood, oil, kerosene, labour

charges etc. complete using contractor own

machinary drum mix plant and paver finisher etc.

Complete. 232.27 3232.00 M.T.

Providing and Laying 25mm thick S.D.B.C. with BT

Aggregate as per M.O.R.T and H. specification and

(VG 30) asphaltGrade 60/70 mixing at 50 kg/MT i.e.

5.0Percentage by weight of total mix including

heating the aggregate and asphalt in continuous

batching drum mix plant and spreading the same

by paver findsher and consolidation with vibratory

rollar including providing all matenals equipments,

tools and plants, fire wood, oil, kerosene, labour

charges etc.complete using contractor own

machinary drum mix plant and paver finisher etc.

complete 121.54 3862.24 M.T.

Providing and laying asphalt painting on BT surface

with bitumen VG-30 @ rate 5 kg per 10smt by

mechanical sprayar and spreding the stone dust on

prepared surface at the rate of 0.030Cmt/10Smt

and rolling with smooth wheeled and penuriatic

roller and brushing etc. completed 5761.86 34.34 Sq. Mtr.

Road marking with hot applied thermoplastic paints

with reflectorising 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 100 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. 342.00 367.72 Sq. Mtr.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens capable of providing

total internal reflection of the light entering the lens

face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

13 Sqcm on each side and the slope to the base shall

be 35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30+/- 2 mm) from

the body is to be a minimum value of 500 Kgf. Fixing

will be by drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin based

adhesive as per manufacturers recommendation and

The color of the marker should be as per the IRC 35-

2015 and as directed by Engineer- in-charge. 90.00 326.23 Nos.

water supply and sewerage pipe line repaing Work 1.00 40400.00 L.S.

2 Construction And Widening of Asphalt Road From Panam Bridge Towards Khosh Faliya At Devgadh Bariya.

No. Description Quantity Total Rate Per Amount

1 Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(A) Loose or soft soil 187.50 125.86 Cu.Mt.

Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil 187.50 174.56 Cu.Mt.

3 Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

lead.(B) Dense or Hard soil 187.50 187.29 Cu.Mt.

Extra for additional depth more than 5.0 m for

excavation for foundation including sorting out and

stacking of useful materials and disposing of the

excavated stuff upto 50 m lead.(C) Hard Murrum 187.50 30.97 Cu.Mt.

5 Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using power

roller 8T to 10T.(E) From Borrow area within 3.0KM.

lead 562.50 182.14 Cu.Mt.

Providing and laying cement concrete 1:3:6 (1-Cement

: 3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost

of formwork in (A) Foundation and Plinth (upto 10 ton) 23.25 3005.48 Cu.Mt.

7 Providing and laying controlled cement concrete M.200

and curing complete Including the cost of formwork

and Excluding the cost of reinforcement for reinforced

concrete work in (A) Foundations, footings, Base of

columns and Mass concrete 88.50 4323.81 Cu.Mt.

8 Providing and laying controlled cement concrete M.200

and curing complete including the cost of formwork

and excluding the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation

level upto floor two level 101.25 6013.54 Cu.Mt.

9 Providing TMT Bar FE 500/500D reinforcement for

R.C.C. work including bending, binding and placing in

position complete upto floor two level 18345.00 77.29 Kg

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