Resurfacing Various T.P Road in Shela T.P Scheme 1&3 in AUDA Area. (RW No 01/2026-27)

Name of Work :- Resurfacing Various T.P Road in Shela T.P Scheme 1&3 in AUDA Area. (RW

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

1 63000.00 Scarifying/Milling - Road surface Milling the existing 99.99 Rupees Ninety Nine smt

bituminous pavement up to a depth of 100 mm by milling & Ninety Nine Paise

machine in a single utting depth to make a uniform surface Only

without disturbing the base, cleaning the milled surface as

to avoid slippery including al other incidential charges and

other unforeseen charges etc. disposing of all materials for

at non objectionable place etc. complete as directed by

Engineer-in-charge

2 10.00 Dismantling of existing RCC work of any grade in any type 1882.08 Rupees One Cmt

of elements including cutting reinforcement, by mechanical Thousand Eight

or manual means with required tools, equipment and Hundred Eighty

scaffolding wherever necessary, sorting the dismantled Two & Eight Paise

material, disposal of unserviceable material and stacking

the serviceable material with all lifts and leads As directed

by engineer in charge

3 10080.00 Box cutting the road surface to proper slope & camber for 102.93 Rupees One Cmt

making a base for road work including removing the Hundred Two &

excavated stuff and dipositing on the road side slope as Ninety Two Paise

directed upto 50 mt lead. Only

4 1890.00 Earthwork for embankment including breaking clods, 169.44 Rupees One Cmt

dressing with all lead and lift and including watering Hundred Sixty Nine

rolling and consolidation of subgrade in layers at O.M.C. to & Forty Three Paise

required dry density including filling the depression which Only

occur during the process using power roller 8T to 10T.(E)

From Borrow area within 3.0KM. lead

5 9450.00 Providing & laying Boulder 300 mm compacted thickness 1396.83 Rupees One Cmt

in uniform layer by using Boulders 250 mm to 300mm @ Thousand Three

70% , screening Material Caurse Sand @ 30% including Hundred Ninety Six

spreading, watering & consolidation by vibratory roller etc & Eighty Three

complete and as directed by Engineer in Charge

6 5040.00 Construction of Grannular sub base(GSB-I) by providing 1468.00 Rupees One Cmt

coarse graded material using B.T Metal 26.5mm to 9.5 Thousand Four

mm @ 30 % ,9.5mm to 4.75mm 25% & Coarse sand 45 % Hundred Sixty Eight

in uniform layer with motor grader on prepared surface & Only

mxing by mix in place method with vibratory roller to

achive the desired density complete as per close 401.GSB-

1 would be laying in narrow width so special equpment for

spreading,levelling and rolling should be required

7 8400.00 Providing, laying, spreading and compacting graded stone 1646.00 Rupees One Cmt

aggregate to wet mix macadam specification including Thousand Six

premixing the Material with water at OMC in mechanical Hundred Forty Six

mix plant carriage of mixed Material by tipper to site, & Only

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.(Compacted

250 mm thick in Two layer of 125 mm each)

8 70400.00 Providing & applying evenly priming coat with bitumen 49.66 Rupees Forty Nine Smt

Emulsion (SS1) on prepared surface of granular base & Sixty Six Paise

including cleaning of road surface and sparying primer Only

at the rate of 7.50 Kg. / 10 Smt using mechanical means.

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

9 11827.20 Providing and laying 70 mm thick Dense Graded 3434.02 Rupees Three MT

Bituminous Macadam in two layer (50mm each) using BT Thousand Four

stone chips as per MoRTH gradation and specification with Hundred Thirty

Bitumen Grade (VG 40) for mixing @ 45.00 Kg /MT of Four & Two Paise

total Wt. of mix i.e (4.50 % of total weight mix) including

tack coat @ 2.5 kg/10 smt for both layer and mixing

aggregate & asphalt by batch mix/drum mix plant and

spreading the same by paver finisher including rolling &

consolidation with 10-12 tonne vibratory roller & providing

all materials equipment's tools & plants, fire wood, oil

kerossene, labour charges, using contractor's own

machinery etc Complete as directed by engineer in charge

as per MoRTH Specification

10 6759.00 Providing and laying 40 mm thick of compacted 3940.00 Rupees Three MT

Bituminous concrete using BT aggregate as per MORTH Thousand Nine

gradation ,specification and asphalt Grade VG 40 mixing Hundred Forty &

@54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total Only

weight mix) & tack coat at 2.5Kg/10sqm on existing B.T.

surface including heating and mixing aggregate & asphalt

by batch mix/drum mix plant spreading the same by paver

finisher including rolling & consolidation with 10-12 tonne

vibratory roller & providing all materials equipment's tools

& plants, fire wood, oil , kerossene,labour charges , using

contractor's own machinery etc Complete as directed by

engineer in charge as per MoRTH Specification

11 70400.00 Providing and laying Asphalt painting as wearing course 42.00 Rupees Forty Two Smt

using bitumen VG 40 @ rate of 5.0 Kg./10 sq.m. and & Only

stone dust 0.1 Cum/10 Sqm of road surface etc. complete

as per Technical Specifications

12 3080.00 Road marking with hot applied thermoplastic paints with 367.73 Rupees Three Smt

reflector is in glass beads on bitumin surface providing and Hundred Sixty

laying a hot applied thermoplastic compound 2.5mm thick Seven & Seventy

including reflector is in glass beads @250gms per sqm Three Paise Only

area, thickness of 2.5mm is excluding of surface applied

glassbeds 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

oncemend road shall lbemin130mcd/ m2 /lux and Asphalt

road shall be min 100mcd/ 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.

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

13 1956.00 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 217.41 Rupees Two No.

Markers made of polycarbonate and ABS moulded body Hundred Seventeen

and reflective panels with Microprismatic lens (No Glass & Forty One Paise

bead lens) capable of providing total internal reflection of Only

the light entering the lens face and shall support a load of

13635kgs.tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97ÐDOIII Dt 11.06.1997.

The height, width and length shall not exceed 20mm,

130mm and 130mm and with minimum reflective area of

13Sqcm one ach side and the slope to the base shall be

35+/-5degree. The body of the marker should having finger

grip for easy and accurate placement and application with

epoxy / bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker should

be as per the IRC 35-2015 and as directed by Engineer-in-

charge. (SOR I No(26162)/P no. 107)

14 250.00 Renovation & Raising of existing manhole for the height ###### Rupees Twelve Nos

(up to clear height 1500mm) at top including cost of Thousand Four

excavation, removing of manhole frame and cover, Hundred Twenty

necessary civil work (i.e. M25 concrete work, brick Five & Sixty Paise

masonry work, 12 to 15 mm plaster, waterproof Plaster, Fe

500D reinforcement and shuttering), curing, back filling,

finishing good, etc. complete including disposal of debris

for all lead and lift and as directed by engineer in charge. If

required, CI steps shall be provided in manhole (due to

increase height) without any extra cost.

15 25.00 Providing and erecting 2.00 metre high temporary 1064.54 Rupees One Smt.

barricading at site; made of precated sheet/ MS panel with Thousand Sixty

required MS fabrication work with required civil work. Four & Fifty Four

Suitable arrangement shall be made to fix the barricading Paise Only

to avoid from overturning by suitable arrangement.

Stability of baricadding shall be responsibility of

contractor. The work shall be executed as per drawing/

direction of Engineer-in-Charge which includes writing

and painting, arrangement for traffic diversion such as

traffic signals during construction at site for day and night,

glow lamps, reflective signs, marking, flags, caution tape as

directed by the Engineer-in-Charge. The barricading

provided shall be retained in position at site continuously

i/c shifting of barricading from one location to another

location as many times as required during the execution of

the entire work till its completion.

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

16 19350.00 Pre cast concrete kerb for liner kerbing in plan Providing & 918.95 Rupees Nine Rmt

fixing M25 grade of concrete precast exposed/ fare Hundred Eighteen

finish/texture finish kerb stones (manufactured on vacuum & Ninety Five Paise

wet press machine with hydraulic pressing of wet concrete Only

mixture to a minimum of 400 tons with simultaneous

vacuuming, using ECO filters and developing texture

finish) of Vyara or equivalent make; as per sample

approved of following sizes. Kerbs shall be fixed on the

foundation prepared of M15 grade concrete as of approved

design including curing, formwork etc. complete. The rate

shall also include for erecting and fixing the pieces in

position for complete Kerb systems with Chamfered type of

kerbs including necessary accessories of kerb like Radius

Kerbs, Angles and Quadrant Kerbs etc complete as per

drawing. The rate shall also include the flush pointing in

CM (1:2) for all joints of the kerbstones. (Sample must be

approved). The contractor rate shall also include the cost of

excavation, base PCC M15 grade and finish good, curing,

etc complete as directed by engineer in charge.

300mm(H)*125/150mm (W) kerb stone

17 15750.00 Precast Cement Concrete Paver Block - 60mm thick, M-40 1279.67 Rupees One Smt

Grade Providing and laying factory-made chamfered edge Thousand Two

shot blasted/sand blasted finished, non-interlocking type, Hundred Seventy

square/ rectangle shape paver blocks of approved make, Nine & Sixty Seven

any sizes, any shade, any pattern, any color having 80 mm

thickness and minimum M-40 grade, machine made,

factory finished for footpath, parking areas, service lanes

and other similar areas as mentioned in the drawing

Including providing and laying 50 to 80 mm thick average

bedding layer of coarse sand below paver block as per

required grading and specification. The laid paver block

shall be mechanically compacted. The work of the paving

blocks shall be executed in line and level. The paver block

shall be cut by mechanical means only, if required. Paver

blocks shall be compacted and shall be re-laid if necessary.

The actual laid area shall be measured for payment without

any wastage. The Sample and mock-up shall be approved

before execution. damaged block shall not be used in

laying. Sample and mock shall not be payable if rejected.

18 3600.00 Providing & applying minimum two coats of enamel paint 99.99 Rupees Ninety Nine Smt

on any surfaces of any existing element & Ninety Nine Paise

(metal/wood/concrete/masonry/precast concrete etc. any Only

surfaces) including proper surface preparation (i.e. sand

papering to remove existing paint, rusting, removing

foreign matter, and making smooth, etc), metal putty (if

required), applying 2 coat zinc chromate yellow oxide

primer or other suitable primer as per manufacturers

specifications and minimum 2 coat of enamel paint of

mapproved make, shade, finish as per manufacturer's

specification, all heights/ all levels/ all shapes & sizes with

all leads & lifts etc. complete

19 1575.00 Providing and laying in positions machine mixed, machine 4626.00 Rupees Four Cmt

batched Plain Cement Concrete M15 grade as per drawing Thousand Six

with graded machine mixed stone aggregate from 6mm to Hundred Twenty

20mm including tamping, vibrating, leveling and curing Six & Only

with formwork & dewatering wherever required including

all materials, labours, plants, machineries & tools, all leads

and lifts/ depth etc. complete as per specification and as

directed by Engineer in charge

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

20 2350.69 CC Pavement - M 30 5354.01 Rupees Five Cmt

Providing and laying cement concrete pavement of mix M-30 Thousand Three

with ready mixed concrete from batching plant. The ready mixed Hundred Fifty Four

concrete shall be laid and finished with vacuum dewatering & One Paise Only

process and Power floater treatment in roads, pavements,

platform, floors etc well compacted, mechanically vibrated with

screed vibrator, finished to required levels, floated with neat

cement and power trowelled to get desired smooth finish/ broom

finish as per design, over a levelling course, including casted in

panel, MS channel or box shuttering, curing etc as directed by

Engineer. The Contraction joints to be formed at every 5m

distance by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of 6mm width and

40 mm depth min (1/3 rd depth of the pavement) as shown in the

drawing. LDPE sheet (min 125 gsm) shall be laid below

pavement. The rate shall be inclusive of labour, making the

grooves, filing groves with approved sealant and backer rod,

provision of expansion joint, LDPE sheet and machinery cost etc

complete and as directed by Engineer in charge. Reinforcement if

required shall be paid in relevant tender item. Mock up for

concrete pavement work (for brooming pattern and joints as per

drawing) shall be prepared by contractor and got approved from

architects in all respect prior to mass execution works. Architect

reserves right to reject part or all work of sub standard or not in

confirmation to sample approved as per mock up.

21 4006.88 Paver Block Providing and laying, Dished Channel specified 1036.23 Rupees One Rmt

thickness,size, grade of concrete and colour machine made and Thousand Thirty

blasting by automatic shot blasting machine and high density of Six & Twenty Three

as per approved sample of approved make for suite drain besides Paise Only

paking area and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick average bedding

layer of coarse sand below dished channel as per required grading

and specification. Laid dished channel shall be mechanically

compacted. The work of the dished channel shall be executed in

line and level by skilled mason. Small size of dished channel with

same specification shall be used at residue or at end. If cutting of

dished channel shall be required , than cut by machine only and

laying to be done by skilled flooring mason. Actual laid area

shall be measured and paid without any wastage. (A) 600 mm X

300 mm X 100 mm thick M 25 grade Grey dished curved channel

Make VYARA or Equivalent

22 200.00 transporting, hoisting and planting well grown species for trees of 1644.06 Rupees One 1 set

required height and species as per selection given by Architect. Thousand Six =4

Tree shall be planted in excavated pit/ tree pit with hume pipe of Hundred Forty Four nos

required size without damaging any primary roots. Rate shall be & Six Paise Only

inclusive of supplying of tree, loading, transporting, unloading,

excavation for tree pit, disposal of any type of soil, planting by

any means (manual/mechanical), watering, pesticides, fertilizers,

anti termite treatment, maintaining, replanting (if plant will be

died) up till ground and 0.50 mt below ground) Eucalyptus/

Cedar stakes and tied to steam of planted tree with rubber tie/

patta of size 30mm x 10mm in twisted pattern as per drawing.

Tree guard stack shall be painted with bituminous paint at below

ground portion puls 150mm above ground portion. Tree guard

shall be installed vertically out side the root ball properly so tree

grown in upright position. Tree guard shall be maintained up to

the tree become well set and as directed by architect and Engineer-

in-charge. After completion of maintenance period, tree guard

shall be property of Contractor.

maintenance period, pesticides etc. Pesticides (Neem cake or

similar as specified and approved by Engineer-in-charge) shall be

used in recommended proportion. Rate shall be also inclusive of

tripod type tree guard/tree stakes be made out of 3 no 50mm dia

and approximate 2.5 mt long

Rate SOR 2024 -25

QTY DESCRIPTION In Fig. In words

23 120.00 Pre cast Cylindrical Bollard 3053.23 Rupees Three Nos

Providing, hoisting, and arranging in position exposed fair Thousand Fifty

finish, factory made precast bollard of approximately size Three & Twenty

800mm high and 280mm Dia as per design intent, of Three Paise Only

approved make, made of minimum M-30 grade reinforced

cement concrete. The rate shall also include for erecting

and fixing the bollard in position as per drawing, curing,

finishing, cost of excavation, base PCC M15 grade and

finish good, rendering (if required), transportation, loading

and unloading charges, etc complete as directed by

Engineer in charge. Precast bollard shall be with provision

with MS Hook & fixing safety chain between two bollard.

Weight of hook and chain shall be paid in relevant tender

items. Contractor shall submit methodology for erection of

bollard and get approved from Engineer in charge.

Location and type of each liffting hook shall be as per

design intent and approved from engineer incharge. Sample

shall be approved by Architect and Engineer in charge

before mass production. Architect reserves right to reject

part or all work of sub standard or not in confirmation to

approved sample as per mock up. Sample and mock shall

not be payble if rejected or casted in other location (not in

scope of work area).

Rupees Eighteen Crore Forty Three Lac Thirty Three Thousand Five Hundred Forty EightTwo & Only

I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Dated Signature of Contractor