Rural Works Department Tender

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Rural Works Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Opening Date22 Jan 2024

Closing Date30 Jan 2024

Tender Amount₹ 5,59,01,885

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Costs

EMD
₹ 11,18,038
Document Cost
₹ 10,000
Tender Fee
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Description

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Tender Id
2024_RWD_131479_1
Bid Award Id
View
Tender No
BR10P3R31
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-15.5 MBTendernotice_1.pdf

NIT

BOQ-1399.4 kBBOQ_206835.xls

BOQ

Document-31.5 MBLetterno.852.pdf

LETTER

Document-2666.6 kBBR10P3R31.pdf

SBD

Document-150.1 kBTender_Detail_2024...Tender_Detail_2024_RWD_131479_1.html

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BOQ Items

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Clearing and Grubbing Road Land Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle

Quantity2.06

Rate142160

Amount 69009.75

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.7

Quantity-

Rate-

Amount -

Lead upto 1000M

Quantity-

Rate-

Amount -

Girth above 300 mm to 600 mm

Quantity29

Rate9460

Amount 326.23

Girth above 600 mm to 900 mm

Quantity18

Rate10245

Amount 569.2

Girth above 900 mm to 1800 mm

Quantity6

Rate6737

Amount 1122.93

Removal of Telephone/Electric Poles and Lines Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.

Quantity37

Rate8432

Amount 227.9

Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4

Quantity2730

Rate37919

Amount 13.89

Box Cutting :- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity140

Rate13290

Amount 94.93

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Quantity112

Rate8180

Amount 73.04

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 100 m as per Technical Specification Clause 301.5

Quantity2598.17

Rate469697

Amount 180.78

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 Technical Specification Clause 301.5

Quantity6062.41

Rate1437215

Amount 237.07

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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).

Quantity6719.58

Rate1614715

Amount 240.3

Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. (For Grading II Material)

Quantity952.7

Rate3573682

Amount 3751.11

WBM Grading 2 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Quantity340.88

Rate1817964

Amount 5333.15

WBM Grading 3 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity661.2

Rate3307176

Amount 5001.78

Prime Coat (Low Porosity) :- 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502

Quantity7880.27

Rate419781

Amount 53.27

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

Quantity7880.27

Rate143814

Amount 18.25

Mix Seal Surfacing (Waste Plastic) : - Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Quantity7880.27

Rate2698440

Amount 342.43

Construction OF Dry Lean Concrete Sub Base Over a prepared sub grade with coarse and fine aggregate conforming to IS 383 , the size of Coarse Agg. Not exceeding 25mm , agg. Cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150kg/cm, opc to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant , trasported to site, laid with a paver with electronic sensor , compacting with 8-10 tonnes vibrartory roller, finishing and curing.

Quantity21.2

Rate124486

Amount 5872.02

Panel Concrete Pavement-Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm

Quantity1439.25

Rate13183774

Amount 9160.17

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Quantity-

Rate-

Amount -

Kilometre Stone

Quantity-

Rate-

Amount -

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 Technical Specification Clause 1703

Quantity-

Rate-

Amount -

5th Kilometre Stone (precast)

Quantity2

Rate9618

Amount 4809.34

Ordinary Kilometer Stone (Precast)

Quantity4

Rate11612

Amount 2903.04

200 m stone (precast)

Quantity20

Rate15682

Amount 784.1

(I)Providing and Fixing 'Logo' of PMGSY Project :-Providing and fixing of typical PMGSY 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

Quantity7

Rate74758

Amount 10679.81

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

Quantity440

Rate303

Amount 0.69

Boundary Pillar/Gaurd Post :- 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

Quantity112

Rate81668

Amount 729.18

Rumble Strips : Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.

Quantity81

Rate85841

Amount 1059.77

Traffic Signs :- Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.

Quantity-

Rate-

Amount -

600 mm equilateral & triangle

Quantity19

Rate76701

Amount 4036.94

600 mm circular

Quantity10

Rate53606

Amount 5360.66

600 mm x 450 mm rectangular

Quantity11

Rate57476

Amount 5225.16

900 mm side octagon, OR

Quantity6

Rate56491

Amount 9415.19

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Conctete Surface - 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.

Quantity608

Rate552197

Amount 908.22

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- 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.

Quantity416.12

Rate336836

Amount 809.47

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

Quantity84

Rate98853

Amount 1176.83

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

Quantity121.5

Rate44226

Amount 364

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

Quantity12.15

Rate88799

Amount 7308.59

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

Quantity117.73

Rate974331

Amount 8275.98

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

Quantity2.7

Rate22345

Amount 8275.98

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

Quantity90

Rate8956

Amount 99.52

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.

Quantity220

Rate204624

Amount 930.11

Dismental

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

Quantity37.96

Rate23267

Amount 612.95

Reinforced Cement Concrete

Quantity7.8

Rate11197

Amount 1435.64

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.

Quantity-

Rate-

Amount -

Cement mortar

Quantity300.66

Rate87693

Amount 291.67

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 1000 mm dia Hume pipe

Quantity75

Rate41019

Amount 546.92

Cross Drainage Works

Quantity-

Rate-

Amount -

Hume Pipe Culverts - 1 x 1000 mm Dia - 5

Quantity-

Rate-

Amount -

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

Quantity252.24

Rate91815

Amount 364

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

Quantity31.01

Rate226639

Amount 7308.59

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M15 (PCC 1:2.5:5)

Quantity132.56

Rate1043792

Amount 7874.11

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

Quantity37.5

Rate261282

Amount 6967.54

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

Quantity103.2

Rate12837

Amount 124.39

RCC Slab Culvert - ( 1 x 2.0 x 2.0 m Ht) - 3

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.

Quantity230.57

Rate83927

Amount 364

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

Quantity3.67

Rate1927

Amount 525.28

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

Quantity34.48

Rate252000

Amount 7308.59

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

Quantity144.34

Rate1154310

Amount 7997.16

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

Quantity2.78

Rate189713

Amount 68242.18

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

Quantity105.82

Rate875764

Amount 8275.98

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

Quantity1.98

Rate135496

Amount 68432.69

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade

Quantity24.66

Rate230550

Amount 9349.15

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

Quantity2.01

Rate140218

Amount 69760.3

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

Quantity45

Rate2270

Amount 50.45

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

Quantity96

Rate9553

Amount 99.52

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

Quantity6

Rate4747

Amount 791.28

RCC Slab Culvert - ( 1 x 5.0 x 2.5 m Ht) - 2

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.

Quantity379.14

Rate138006

Amount 364

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

Quantity13.05

Rate6854

Amount 525.28

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

Quantity56.94

Rate416151

Amount 7308.59

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

Quantity226.86

Rate1814235

Amount 7997.16

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

Quantity3.43

Rate234070

Amount 68242.18

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

Quantity139.84

Rate1157313

Amount 8275.98

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

Quantity2.64

Rate180662

Amount 68432.69

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade

Quantity45.22

Rate422768

Amount 9349.15

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

Quantity3.91

Rate272762

Amount 69760.3

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

Quantity30

Rate1513

Amount 50.45

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

Quantity64

Rate6369

Amount 99.52

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

Quantity8

Rate6330

Amount 791.28

Parapet Repair

Quantity-

Rate-

Amount -

Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M25 )

Quantity11.08

Rate103588

Amount 9349.15

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

Quantity76.8

Rate9553

Amount 124.39

CH-2130 CD Repair

Quantity-

Rate-

Amount -

Earth work in excavation of foundation trenches :-- 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.

Quantity58.5

Rate21294

Amount 364

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

Quantity4.26

Rate2237

Amount 525.28

Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing M15 (PCC 1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity10.74

Rate78494

Amount 7308.59

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

Quantity27.77

Rate222081

Amount 7997.16

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

Quantity11

Rate44583

Amount 4053.08

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Quantity12

Rate42416

Amount 3534.69

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

Quantity3.38

Rate43389

Amount 12837.17

GST @ 18 % ` :--

Quantity1

Rate7570913

Amount 7570913

Labour Cess @ 1 % ` :--

Quantity1

Rate420606

Amount 420606

Add Seigniorage Fee :--

Quantity1

Rate871812

Amount 871812

1st Year Maintenance cost

Quantity1

Rate393545

Amount 393545

2nd Year Maintenance cost

Quantity1

Rate567754

Amount 567754

3rd Year Maintenance cost

Quantity1

Rate1529945

Amount 1529945

4th Year Maintenance cost

Quantity1

Rate753291

Amount 753291

5th Year Maintenance cost

Quantity1

Rate865923

Amount 865923

GST @ 18 % ` :--

Quantity1

Rate739882

Amount 739882

Labour Cess @ 1 % ` :--

Quantity1

Rate41105

Amount 41105

Add Seigniorage Fee :--

Quantity1

Rate85080

Amount 85080

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