Rural Works Department Tender

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Rural Works Department Tender

Works

Energy, Oil and Gas

Eprocure

Opening Date11 Mar 2025

Closing Date25 Mar 2025

Tender Amount₹ 6,67,47,739

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Bid Capacity

To determine the bid capacity required, we need to look at the "Earnest Money/ Bid Security (in Lakh)" column in the provided information. For each tender, the bid security amounts are as follows: - RRSMP/24-25 Arwal/01: 10000 - RRSMP/24-25 Arwal/02: 10000 - RRSMP/24-25 Arwal/03: 10000 - RRSMP/24-25 Jehanabad/01: 10000 The bid capacity required seems to be a fixed amount of 10000 for each of the tenders mentioned. There are no specific formulas provided in the context for calculating the bid capacity; it appears to be a standard requirement across the mentioned tenders.

Costs

EMD
₹ 13,35,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2025_RWD_139150_1
Tender No
RRSMP/24-25 Arwal/03
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-11.3 MBTendernotice_1.pdf

NIT

BOQ-1476.2 kBBOQ_217610.xls

BOQ

Document-214.7 MBCMBD_RRSMP1.pdf

CMBD

Document-146.0 kBTender_Detail_2025...Tender_Detail_2025_RWD_139150_1.html

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BOQ Items

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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 Technical Specification Clause 303.1. For 1000 m lead @ 20 %

Quantity3786.84

Rate243

Amount 923534.54

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

Quantity37.5

Rate1709

Amount 64095.75

Granular Sub-base with Well Graded Material(Grade 2) : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401.

Quantity485.53

Rate2045

Amount 993069.07

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Quantity3576.32

Rate2626

Amount 9393848.22

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.

Quantity15032.25

Rate54

Amount 824067.95

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

Quantity15032.25

Rate18

Amount 283508.24

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity29769.75

Rate15

Amount 473636.72

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.

Quantity751.62

Rate9000

Amount 6764963.33

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

Quantity375.81

Rate11526

Amount 4331789

Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip as approved, curing compound, finishing to lines and grades as per drawing .

Quantity389.38

Rate5471

Amount 2130457.63

Kilometre stone

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.

Quantity-

Rate-

Amount -

i) 5th km stone

Quantity-

Rate-

Amount -

ii) Km stone

Quantity5

Rate2417

Amount 12087.7

iii) 200 m stone

Quantity18

Rate703

Amount 12655.62

Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

Quantity3.84

Rate13373

Amount 51353.93

Providing and erecting a "W" metal beam crash barrier comprising of 3 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 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS: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 810

Quantity660

Rate2577

Amount 1701209.4

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Quantity1572

Rate269

Amount 423622.56

Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings.

Quantity72

Rate758

Amount 54619.92

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 a mild steel angle iron post 75 mm x 75 mm x 6 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 drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity12

Rate3925

Amount 47110.2

600 mm circular

Quantity8

Rate3873

Amount 30990.88

600 mm x 450 mm rectangular

Quantity6

Rate3739

Amount 22434.66

900 mm side octagon

Quantity2

Rate7906

Amount 15812.08

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 Technical Specification Clause 1704

Quantity96

Rate637

Amount 61161.6

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity98

Rate1221

Amount 119752.08

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity-

Rate-

Amount -

At Edge For BT Portion

Quantity786

Rate644

Amount 506215.44

Pedestrian Crossing(2 m In Length And Providing At 30 Cm Apart)

Quantity18

Rate644

Amount 11592.72

At Edge For CC Portion

Quantity148

Rate744

Amount 110186

(I)Providing and Fixing 'Logo' of MMGSUY Project :-Providing and fixing of typical MMGSUY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity3

Rate10522

Amount 31567.47

Protection Wall

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity576

Rate386

Amount 222641.28

Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity90

Rate5214

Amount 469336.5

Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity755

Rate5994

Amount 4526141.95

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity6

Rate5994

Amount 35969.34

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity400

Rate260

Amount 104064

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity162

Rate386

Amount 62617.86

Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity16.2

Rate5214

Amount 84480.57

Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity162.15

Rate5994

Amount 972071.41

Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity3.6

Rate5994

Amount 21581.6

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity120

Rate260

Amount 31219.2

Earthwork in excavation for structures as per drawing and technical 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.

Quantity396

Rate386

Amount 153065.88

Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)

Quantity792

Rate2623

Amount 2078128.8

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

Quantity198

Rate2530

Amount 501128.1

Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108

Quantity264

Rate386

Amount 102043.92

Granular Sub-base with Well Graded Material :-- Construction of granular sub-base by providing well graded material, complete as per Technical Specification Clause 401. For Grading II Material

Quantity28

Rate5214

Amount 146015.8

Providing PCC M-15 :-- Providing PCC M15 in concrete for plain/reinforced concrete in foundation complete as per drawings and technical specifications

Quantity131

Rate6528

Amount 855224.33

Providing HYSD Bars in R.C.C grade M-25. (Taken 4% of Concrete).

Quantity9.17

Rate66260

Amount 607606.49

Irrigation Pipe (300MM Dia)

Quantity-

Rate-

Amount -

Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.

Quantity60

Rate334

Amount 20071.8

Hume Pipe Culverts

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity208.6

Rate386

Amount 80630.16

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity32.2

Rate5214

Amount 167918.17

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M205 (PCC 1:2:4)

Quantity193.55

Rate5994

Amount 1160310.96

Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 - 1000 mm Dia Pipe

Quantity52.5

Rate7115

Amount 373577.93

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity144.48

Rate128

Amount 18627.81

Parapet Repair

Quantity-

Rate-

Amount -

Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

Quantity3.07

Rate6190

Amount 19003.91

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity21.44

Rate179

Amount 3839.05

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity21.44

Rate128

Amount 2764.26

Dismantling

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Cement Concrete

Quantity1.62

Rate652

Amount 1057.11

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Quantity61.38

Rate302

Amount 18565.61

Dismentling of Existing Drain

Quantity60.75

Rate302

Amount 18375.05

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate339

Amount 3392

Above 900 mm dia Hume pipe

Quantity1

Rate580

Amount 580.78

RCC Slab Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical 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.

Quantity287.89

Rate386

Amount 111278.12

Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.

Quantity5.01

Rate537

Amount 2692.82

Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity43.8

Rate5214

Amount 228410.43

Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity187.44

Rate5730

Amount 1074190.52

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M20 (PCC 1:2:4)

Quantity125.81

Rate5994

Amount 754217.11

Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity24.68

Rate6455

Amount 159316.8

RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

Quantity19.06

Rate6528

Amount 124431.88

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity2.38

Rate67941

Amount 161700.46

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

Quantity49.8

Rate53

Amount 2647.87

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Quantity120

Rate260

Amount 31219.2

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Quantity6

Rate995

Amount 5971.74

Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity82.88

Rate128

Amount 10685.72

BOX CELL Culvert

Quantity-

Rate-

Amount -

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity161.03

Rate386

Amount 62242.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade

Quantity9.32

Rate5214

Amount 48602.4

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade

Quantity33.93

Rate5730

Amount 194447.74

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity0.24

Rate66260

Amount 15902.46

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade

Quantity21.01

Rate5994

Amount 125952.64

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 technical specification Clauses 614, 709, 1204.3.7

Quantity48

Rate260

Amount 12487.68

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade

Quantity26.06

Rate6528

Amount 170130.89

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

Quantity2.62

Rate66465

Amount 174138.96

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )

Quantity56.75

Rate2028

Amount 115132.7

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity28.93

Rate2534

Amount 73328.87

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity10.3

Rate7177

Amount 73923.1

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity0.88

Rate67941

Amount 59788.41

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

Quantity4.22

Rate5994

Amount 25298.44

Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity29.12

Rate128

Amount 3754.44

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4.22

Rate995

Amount 4200.12

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity2.14

Rate11645

Amount 24922.18

Approch slab : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade

Quantity15.75

Rate10574

Amount 166541.6

PCC M15 Ordinary grade (1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211.

Quantity7.88

Rate5618

Amount 44276.7

Diversion Work (Earthwork)

Quantity141.75

Rate243

Amount 34569.99

Diversion Work (GSB)

Quantity39.38

Rate2045

Amount 80545.1

5TH YEAR PERIODIC RENEWAL COST .

Quantity1

Rate5187353

Amount 5187353

1% LABOUR CESS

Quantity1

Rate517847

Amount 517847.8

Seigniorage Fee

Quantity1

Rate728255

Amount 728255.83

18 % GST

Quantity1

Rate9545558

Amount 9545558.98

I st Year

Quantity1

Rate549200

Amount 549200

II nd Year

Quantity1

Rate681300

Amount 681300

III rd Year

Quantity1

Rate714000

Amount 714000

IV th Year

Quantity1

Rate647400

Amount 647400

VI th Year

Quantity1

Rate349300

Amount 349300

VII th Year

Quantity1

Rate522000

Amount 522000

1% LABOUR CESS

Quantity1

Rate34632

Amount 34632

Seigniorage Fee

Quantity1

Rate36614

Amount 36614.66

18 % GST

Quantity1

Rate636200

Amount 636200.4

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