Construction and maintenance of Rural roads under PMGSY-IV, Batch-I, 2025-26 (Distt. Pratapgarh), Package No. RJ33P4-02

PART -" A" - STRIPPING TOP SOIL

Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfaction of the farmer/land owner as per MoRD Specification Clause 302.3.2.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

PART -" B" - EARTH WORK

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of thorny jungle

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5 Add extra for each additional Lead of 50m or part there of above the first 50m for all soils above 500m upto 1000m Lead

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

PART -" C" - GSB, WBM & Earthen Shoulder

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per MoRD Specification Clause 303

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading I Material

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. Using Crusher Broken aggregate By Mechanical Means

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

PART -" D" - B.T. Work

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30). Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item No. 5.9 of Bitumenous Surface Course @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant( The Bitumen content will be as per respective Clause of MoRD Specifications)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Part- "E" :- Road Furnishing

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703. 5th Kilometre Stone (precast)

2) L022 - Umbada

Ordinary Kilometer Stone (Precast)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

200 m stone (precast)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRD Specification Clause 1704

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701

900 mm equilateral triangle

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

800 mm x 600 mm rectangular

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM),material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supplying of Cat’s Eye made of ABS Material having high reflective reflectors molded in PMMA material are fitted on the Stud. The reflectors are welded with a ABS base plate through ultrasonic welding process.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol complete of size. :

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (excluding cost of bitumen)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. 7. Watering to plants. 8.Maintenance of plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years

3) L023 - Jhapapara

Part- "F" :- RAMP, PLATE FORM, BUS BAY, BUS STOP, JUNCTION

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading I Material

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. Using Crusher Broken aggregate By Mechanical Means

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502- Low Porosity

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer as per Technical Specification Clause 503.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30). Add extra over item no. 5.9, Case-II (ii) for providing waste plastic -8% of bitumen including of cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant.

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

PART -" G " - Protection work

Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 - Nominal mix 1:3:6

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 - Nominal mix 1:2:4

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 1206.6

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1916

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1001 & 1202

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

PART -" H '' CD WORK

Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 - Nominal mix 1:3:6

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6 1000 mm dia

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.300 mm dia

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 - Nominal mix 1:2:4

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 - Nominal mix 1:2:4

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5 m P.C.C. grade M 20 Nominal mix (1:2:4)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1916

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) P.C.C grade M 15 Nominal mix (1:2.5:5)

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 50 mm thick

1) L021 - Barovonpara

2) L022 - Umbada

3) L023 - Jhapapara

Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder

2) L022 - Umbada

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

2) L022 - Umbada

Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Raised and Cut Type

2) L022 - Umbada

Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302

2) L022 - Umbada

Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204. For height upto 5 m R.C.C grade M 20

2) L022 - Umbada

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRD specification Clauses 1002, 1005, 1010 & 1202

2) L022 - Umbada

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301

2) L022 - Umbada

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 1206.6

2) L022 - Umbada

Add GST (18%) on Total Costruction Cost

Routine Mainteenance work After Completion of works for Five Year Fixed Amount

For 1st Year (0.68%)

For 2nd Year (0.87%)

For 3rd Year (1.12%)

For 4th Year (1.31%)

For 5th Year (1.52%)

Add GST (18%) on Total Maintenance Cost

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