Annual tender for Road Works (Earthwork,WBM,WMM & Bituminous Item at various Location under Dang North Forest Division)

ANNUAL ITEM RATE TENDER FOR ROAD WORKS — YEAR 2026-27

SCHEDULE - A (ITEM RATE LIST)

Name of work :- Annual tender for road works (Earthwork, W.B.M., W.M.M. & Bituminous items) at various locations under North Dang Division — Year 2026-

27. | Item descriptions as per sanctioned B.O.Q. / estimates of Panchayat (R&B) Division, Dang.

Rate offered per

Rate offered per unit — In

Sr. Item No. Description of Item Unit Qty unit — In

Finishing wall with weather proof exterior emulsion paint on wall surface

(two coats) to give an required shape even shade after thoroughly brushing

the surface to remove all dirt, dust and remains of loose powdered

materials etc. complete.

Earth work for embankment including breaking clods, dressing with all

lead and lift including watering, rolling and consolidation of sub grade in

2 30 layers at O.M.C. to required dry density including filling the depressions Cu.M

which occur during the process using vibratory roller 8 t to 10 t. (C) From

borrow area within all lead and lift.

Clearing and grubbing of road land including uprooting trunk vegetation,

grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of

stumps of trees cut earlier and disposal of unserviceable materials and

3 31 stacking of serviceable materials to be used or auctioned upto a lead of Hect.

1000 meters including removal and disposal of top organic soil not

exceeding 150mm thickness. (C) By mechanical means in area of light

Supplying, stacking & spreading Hard Murrum 100 mm below sub base

and 100 mm for side shoulder of work as per specification and borrow

4 32 material with Min. CBR of 18% laid and compacted over. Compacted of Cu.M

native soil of min. CBR of 1.8% (including spreading, watering and

consolidation) with vibratory roller exceeding 80 KN and not exceeding

120 KN etc. complete.

Construction of granular sub-base (GSB-V) 150 mm thick layer by

providing machine crushed B.T. material satisfying MORT&H

5 33 specification (Fifth revision) of Grading V including spreading in uniform Cu.M

layer with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory roller to

achieve the desired density etc. complete.

Providing & laying spreading and compacting stone aggregate 53 mm to

22.4 mm size to W.B.M. 75 mm thick in three layers including spreading

in uniform thickness, hand packing, rolling with vibratory roller 8 to

6 34 tonnes to proper grade and camber, applying and brooming requisite type Cu.M

of screening / binding / filler materials to fill up the interstices of coarse

aggregate, watering and compacting to the required density. Grading II

using screening type A (13.2 mm stone aggregate).

Providing and laying priming coat with emulsion SS-1 grade and spraying

7 35 emulsion with spray set fitted on mechanical bouzer using emulsion at the Sq.M

rate of 7.50 kg/10 smt on WMM surface including cleaning the surface etc.

Providing and laying bituminous base course 37.5 mm thick compacted

with tack coat of emulsion grade RS1 at the rate of 2.5 Kg./10 Sqmt. and

using B.T. stone aggregates of required gradation and asphalt (VG-30)

grade for mixing @ 1.99 % by weight of total mix including heating the

aggregate and asphalt by 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, fire wood, labour

charges etc. complete.

Providing and laying 50 mm thick compacted B.M. in single layer with

B.T. aggregate as per MORT&H specification using emulsion grade RS1

for tack coat at 2.5 Kg./10 Sq.mt. with mechanical sprayer and bitumen

grade VG-30 for mixing at the rate 34.0 Kg/M.T. i.e. 3.4% of total mix

including heating the aggregate and asphalt by batching mix plant and

spreading the same by sensor paver finisher and consolidation with

vibratory roller including providing all materials, equipments, tools and

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

Rate offered per

Rate offered per unit — In

Sr. Item No. Description of Item Unit Qty unit — In

Providing and laying 25 mm thick compacted Semi Dense Bituminous

Concrete using stone chips as per MORT&H gradation & 60/70 (VG-30)

grade asphalt for mixing @ 5.0% by weight of total mix for binder

including heating the aggregate and asphalt by drum mix plant.

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumen surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectrorising glass

beads @250 gm per sqm area, thickness of 2.5 mm in excluding of surface

applied glass beds as per IRC:35-2015. The finished surface to be level,

11 39 uniform and free from streaks and holes zebra patta/bump patta line/center Sq.M

line/cut patta. The white colour marking should provide luminance

coefficient on cement road shall be min 130 mcd/m^2/lux and Asphalt

road shall be min 100 mcd/m^2/lux during the service life during the day

time. The marking should meet the performance criteria for night time

reflectivity and skid resistance as mentioned in Section -15 of IRC 35-

2015, warranty for retro reflectivity shall be two years.

Cat Eye / Road Stud / RPM :- Supplying of moulded Twin shanks Raised

pavement markers made of Polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens (No Glass bead added) capable

of providing total internal reflection of the light entering the distance and

shall support a load of 13635 Kgs. tested in accordance to ASTM-D

Type H and complying to specifications of Category - A of MORTH

circular No. RW/NH/33023/10-97-DO in Dt. 11.06.1997. The height,

12 40 width and length shall not exceed 20mm, 130mm and 130mm and width No.

minimum reflective area of 13.65 Sq.cm on each side and slope to the base

shall be 35 +/- 5 degrees. The strength of detachment of the integrated

cylindrical shanks (of diameter not less than 19 +/- 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 manufacture’s recommendations and the colour of the

marker should be as per the IRC 35-2005 and as directed by engineer in

Direction sign (Junction board) :- Providing and fixing sign boards made

out of 2mm aluminium sheet size 244 x 122 cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro reflective sheeting as per latest

M.O.S.T. specifications, letters and numerals should be as per IRC-30-

13 41 1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size No.

iron angle of 50 x 50 x 5mm, 75 x 75 x 6mm as required; painted with best

quality epoxy coatings in black and white bends. The details of symbol or

inscription / numerals for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size

x 45 x 60 cms. for each leg including excavation curing etc. complete

under the supervision of engineer in charge. (A) Engineer Grade (VR).

Cautionary Warning Sign :- Providing and fixing sign boards made out of

2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. Pre treated with phospheting process & acid

etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro reflective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required;

painted with best quality epoxy coatings in black and white bends. The

details of symbol for each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

cms. for each leg including excavation, curing etc. complete under the

supervision of engineer in charge. (A) Engineer Grade (VR).

Rate offered per

Rate offered per unit — In

Sr. Item No. Description of Item Unit Qty unit — In

Informatory Signs :- Providing and fixing sign boards made out of 2mm

aluminium sheet size 80 x 60 cms. rectangle as per the design of IRC-67-

1977 pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required, painted with

best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 cms. for

each leg including excavation curing etc. complete under the supervision

of engineer in charge. (A) Engineer grade (VR).

Hazard Marker Sign :- Providing and fixing sign boards made out of 2mm

aluminium sheet size 90 x 30 cms. rectangle as per the design/drawing

attached (IRC) pretreated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T.

specifications, 3.1m long stand post and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best

quality epoxy coatings. The fixing at site shall be in 1:2:4 CC block of size

45 x 45 x 60 cms. for each leg including excavation curing etc. complete

under the supervision of engineer in charge. (A) Engineer Grade (VR).

Providing and fixing Hectometer as per I.R.C. type design including

painting, lettering etc. complete. (ii) Fixing in C.C. 1:5:10.

18 46 Providing and fixing Guard stone as per I.R.C. type design including white No.

washing etc. complete. (ii) Fixing in C.C. 1:5:10.

Providing and erecting a 'W' type metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail 70 cm above road/ground level

fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2 mt

centre to centre, 1.8 mt height, 1.1 mt below ground/road level, all steel

parts and fitments to be galvanised by hot dip process, all fittings to

confirm to I.S 1367 and I.S 1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause

Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culvert carrying heavy traffic as per IS: 458-1991

20 56 specifications including setting the pipes in C:M 1:2 watering and laying Rmt

(to level or slopes) of class NP3 of following internal diameters 900 mm

Providing, Laying, spreading and compacting 250 mm thick graded stone

aggregates to wet mix macadam in Two layers each of 125 mm as per

MORT&H specification including premixing the material with water at

21 B-1 OMC in mechanical mix plant, carriage of mixed material by tippers to Cu.M

site, laying in uniform layers with paver in sub base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density.

Providing & laying 37.5 mm thick compacted built up spray grout base

course in single layer with bitumen grade 60/70 at rate of 15 Kg. per

Sqmt with 0.50 Cum stone aggregate per 10 Sqmt. of road surface and

22 B-2 using 0.13 Cum of key aggregate per 10 Sqmt including consolidation with Sq.M

vibratory roller and tack coat using asphalt 80/100 at rate of 4.00 Kg/10

Sqmt etc. complete including the cost of asphalt and stone aggregate etc.

Providing laying & rolling of 25 mm thick Open graded Premix

bituminous carpet with B.T. aggregate as specified and using Emulsion

RS1 for tack coat at the rate of 2.5 kg/10 sq.mt. and using bitumen grade

VG-30 for Mixing with aggregate at the rate of 3.36 % i.e. 33.60 kg / M.T.

23 B-3 of total mix including heating and mixing in drum mix plant, transporting M.T.

and spreading the same with paver finisher and consolidation with

vibratory roller including necessary fire wood, oil, lubricant, labour

charges etc. using contractor's own drum mix plant and equipment, tools

etc. complete in accordance with the requirement of specification.

Rate offered per

Rate offered per unit — In

Sr. Item No. Description of Item Unit Qty unit — In

Providing & laying seal coat with B.T. agg. as specified using agg. at the

rate of 0.18 cu.mt/10 Sq.Mt. and bitumen for mixing agg. at the rate of

4.50% i.e. 45.00 kg/M.T. of total mix for binder and including heating &

mixing in hot / drum mix plant & transporting & spreading the same by

paver finisher & consolidation with vibratory roller incl. necessary

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

mix plant, machineries & equipment, tools etc. complete in accordance

with the requirement of specification.

Providing and applying asphalt painting on B.T. surface with mechanical

sprayer using bitumen 60/70 (VG-30) at the rate of 5.00 Kg/10 Sq.mt. &

25 B-5 spreading stone dust on painting surface at the rate of 0.03 Cu.m./10 Sq.M

Sq.mt. and rolling with smooth wheeled and pneumatic roller and brushing

Rate offered per

Rate offered per unit — In

Sr. Item No. Description of Item Unit Qty unit — In

Note :- (1) Qty 1.00 unit is shown only for quoting the rate per unit; actual work shall be executed and paid as per actual measured quantities on work orders. (2) Rates are exclusive of

GST; GST extra as applicable. (3) Rates shall be inclusive of all materials, labour, machinery, carriage with all lead-lift etc. complete, at any site within North Dang Division.

Signature of Tenderer with Seal :