Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 20,71,24,006
Costs
EMD
₹ 41,42,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Sk Tlangsang To Madhuchandra Para (length - 8.950 Km.), Package No. Tr-03-73, Link No. L-036 Under Dasda Block
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_SQCEO_140036_1Tender No
17/EO/PMGSY-I (Balance Work)/TRRDA/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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(A) by mechanically
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-
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(I)in area of non thorny jungle
4.36
32867
143304
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Cutting of Trees , including cutting of Trunks, Branches and Removal of stumps.
-
-
-
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Cutting of Trees including cutting of Trunks, branches and removal of stumps and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all lifts as per technical specification clause 201.
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A )Lead upto 1000m.
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-
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(I ) Girth about 300m.m to 600m.m.
100
391
39170
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( ii ) Girth above 600m.m to 900m.m.
40
632
25308
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Setting Out ( As per drawing enclosed ) using PCC with jhama brick aggregate.
-
-
-
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For all classes of soil.
8.95
59789
535119
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Dismantling of Flexible Pavements
-
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-
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Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202
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-
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( I ) By Manual Means
-
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-
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(B) Granular Courses
376.5
702
264303
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Compacting orginal ground supporting embankment.
-
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-
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Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and than compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4.1.
2152
18
40458
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Construction of Embankment with material obtained from road way cutting
-
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-
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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 requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
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-
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( B ) For spreading within 100m.
148489.95
48
7231461
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Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
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Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lifts and lead upto 50.0m as per technical specification clause 302.3.
700
226
158200
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Excavation in soil with dozer with lead upto 100m.
-
-
-
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Excavation for roadway in soil by mechanical means with dozer including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slope in accordance with requirements of lines, grades and cross sections as per technical specification clause 302.3.
11790
67
789930
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Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m.
-
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-
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Excavation for road work 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 and lead upto 1000m as per technical specification clause 302.3.
628631
36
22819305
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Construction of Subgrade and earthen shoulder
-
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-
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Construction of subgrade and earthen shoulder with approved materials 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 1000 m as per Technical specification Clause303.1.
3923.19
179
702643
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Turfing with sods
-
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-
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
3873.6
30
118532
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Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & and bottom and back filling in trenches with excavated suitable material.
-
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-
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( I ) Ordinary soil
-
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-
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( i ) Upto 3m depth
1225.2
482
590669
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Plain cement concrete ( Using Jhama Brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802,804,805, 806, 807, 900, 1202 & 1204.
-
-
-
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( i ) P.C.C grade M15 ( 1:2.5:5 Nominal mix ) For Return / Wing wall )
96.44
8693
838353
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Brick masonary in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications clauses 600, 1202 &
-
-
-
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( ii ) Brick Masonary in 1 :4 cement morter
1529.56
8600
13154981
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Providing & laying filter media.
-
-
-
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & 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.
635.96
3876
2465553
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Providing weep hole
-
-
-
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Providing weep holes in brick masonary / stone masonary, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC Pipe or PVC pipe (110 mm OD of 6.0 kg/cm2 pressure ) 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
500
328
164300
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Architectural Coping
-
-
-
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Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete including form work as per drawing & technical specification Clauses 615, 710 & 1204.3.11
325
599
194805
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Gravel / Soil - Aggregate Base ( Table 400.2 ) using well burnt brick aggregate.
-
-
-
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Construction of gravel / soil - aggregate base by providing well graded material ( using jhama brick aggregate ), Spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount rotavator at OMC, and compacting with three wheel 80 - 100 kN Static roller to achieve the desired density, complete as per Technical Specification Clause 402. Grading A
3290.7
5791
19059405
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Charge for construction of Gravel-base
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-
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Charge for Construction of gravel / soil - aggregate base by providing well graded material ( 53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.( excluding the cost of jhama aggregate which are available at site only).
-
-
-
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By Mix in Place Method
188.25
248
46818
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(2 ) WBM Grading - 3
-
-
-
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Providing , laying , spreading and compacting Jhama Brick aggregates of specific sizes to water Bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel rollar 80 - 100 K.N in stages to proper grade and camber, applying and Brooming, Binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading - 3 as per technical specification clause 405.
-
-
-
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( A ) By mechanical means
2508.86
7206
18080100
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Prime coat.
-
-
-
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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 Specifican Clause 502
-
-
-
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( I ) Low Porosity.
33451.43
45
1525385
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Tack coat
-
-
-
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Probiding 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 dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503.
33451.43
15
515152
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Providing and applying tack coat with Bitumen Emulsion ( RS - 1 ) using emulsion distributor at the rate of 0.30 to 0.35 kg / sq.m on the prepared non bituminous surfaces ( cement concrete pavement ) cleaned with hydraulic broom as per technical specification clause 503.
407
18
7367
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20mm thick open - graded premix carpet using Bituminous ( penetration grade / modified bitumen ) Binder.
-
-
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm 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 rollar capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or type D as per Technical Specification Clause 508.
-
-
-
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By Mechanicall Means with Bitumen(S-65)
33730.31
251
8476427
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Techinical Specification Clause 510
( A ) By Manual Means.
-
-
-
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Case - Iv : Type D
-
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-
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( II ) Bitumen (S-65)
33730.31
51
1740484
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Surface drains
-
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-
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Construction of unlined surface drains of average cross sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in Embankment with a lift upto 3m and lead of 50m ( average lead 25m ) as per technical specification clause 307.
-
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-
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( I ) Surface Drains in Ordinary soil.
-
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-
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( A ) Mechanical means.
2000
21
42400
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Road side Pucca Drain
-
-
-
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Construction of Road side pucca drain with M10 ( 1: 3 : 6 with jhama Brick aggregate ) to specified lines, grades, levels and dimensions as per approved design and technical specification Clause 307, 1606. Excavated material to be used in embankment at site.
-
-
-
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( B ) Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth of 400mm.
-
-
-
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( i ) In ordinary soil.
2000
3064
6129200
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Providing and fixing of retro-reflectiorised 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per approved drawing and technical specification clause 801.
-
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-
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600mm equilateral triangle aluminium sheating
90
2785
250722
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600mm Dia circular aluminium sheating.
8
2899
23194
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800×600 mm rectangular aluminium sheeting
8
3075
24600
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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 Techinical Specification Clause 1703
-
-
-
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(i)5th Kilometre Stone(precast)
1
5337
5337
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(ii) Ordinary Kilometer Stone (precast)
10
3317
33175
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(iii)200 m stone (Precast)
36
871
31356
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Construction of RCC guide posts of 250mm dia and total 600mm long, ( 300mm below G.L) M15 grade ( with jhama brick aggregate) cast in situ with 20mm nominal size aggregate, true to line and grade, tolerence of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
-
-
-
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( A ) In ordinary soil.
200
501
100240
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Boundary pillar ( with pcc M15 grade using Jhama Brick aggregate and reinforcement )
-
-
-
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Plain cement concrete M15 grade ( Using Jhama brick aggregate and reinforcement ) boundary pillar / 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.
20
818
16362
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Providing and fixing 'Logo' of PMGSY Project
-
-
-
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Providing and fixing of typical PMGSY informatory sign bord 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 25 mm x 5 m size on back on edges. The lower plate will be welded with MS Angle Iron frame of 25mm x25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mmx450x600 mm .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 MS 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 require shade and color. 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(Drg at Annexure:-lll)
2
12417
24835
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Providing and fixing 'Citizens' Information board of PMGSY / Bharat Nirman Project
-
-
-
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Providing and fixing of typical Citizens' Information Board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick,duly welded with MS flat iron 50 mm X 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 nos. 76.1 mm OD (Vertical) steel tube posts ( as per IS : 1161- 1979, Medium class) duly embedded in cement concrete M-15 grade blocks of 600 mm X 600 mm X 750 mm, 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
16462
32925
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Providing and fixing 'Maintenance board of PMGSY
-
-
-
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Providing and fixing PMGSY Maintenance board as per MORD specifications and drawing, consisting of 75 mm square or 75 mm steel tube frame welde4d with 25 mm MS flat iron strips, 4 Nos horizontally and 2 nos vertically, two nos. CR/GI plates 1.6 mm thick welded with the MS flats, all MS will be stove, enameled on all sides, painting the boards and lettering as pare drawing with ready mixed synthetic enamel paint of superior quality in required shade and colour , fixed in ground Works und with M.15 grade concrete (with jhama aggregate) 60x60x75 cm (depth) including cost of excavation, concrete, all materials, labour and carriage.
2
16462
32925
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Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & and bottom and back filling in trenches with excavated suitable material.
-
-
-
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( I ) Ordinary soil
-
-
-
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( i ) Upto 3m depth
325.4
482
156875
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Plain cement concrete ( Using Jhama Brick aggregate ) in foundation complete including form work as per drawings & technical specification Clauses 802, 803, 900, 1202 & 1203.
-
-
-
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( i ) P.C.C grade M15 ( 1:2.5:5 Nominal mix ) For Return / Wing wall )
38.88
8218
319551
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Plain / reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805,806, 807,900, 1202 & 1204.
-
-
-
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RCCgrade M25
-
-
-
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( I ) Upto 5.0 m height.
83.76
11175
936060
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Supplying , fitting & placing HYSD bar.
-
-
-
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Supplying fitting and placing HYSD bar reinforcement ( Fe 415 ) in substructure completed as per drawing and technical specification Clauses 1002,1005, 1010 and 1202.
8.37
91593
766641
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Providing and laying reinforced cement concrete ( using fine sand ) in superstructure as per drawing and technical specifications clauses 800, 900, 1205.4 & 1205.5.
-
-
-
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( II ) RCC grade M25
-
-
-
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( i ) For height upto 5.0m.
28.82
12153
350255
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Supplying fitting & placing of HYSD bar.
-
-
-
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202.
2.89
93315
269681
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Providing & laying filter media.
-
-
-
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & 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.
147.44
3876
571610
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Providing weep hole
-
-
-
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Providing weep holes in brick masonary / stone masonary, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1:20 in ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
92
328
30231
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Brick masonary work in cement morter in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203.
-
-
-
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( I ) Brick masonary in 1:4 cement morter.
339.46
8600
2919526
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Plastering with cement morter ( 1:4 ) 15mm thick on Brick work in sub structure as per technical specification Clauses 613.4 & 1204.
147.34
218
32164
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Providing and fixing drainage spouts.
-
-
-
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Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209.
24
1548
37171
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Architectural Coping
-
-
-
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Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete including form work as per drawing & technical specification Clauses 615, 710 & 1204.3.11
62.4
674
42114
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COST ESTIMATE FOR BRIDGE CONSTRUCTION AT CHAINAGE :- 1.25 km.
-
-
-
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Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and back filling in trenches with excavated suitable material.
-
-
-
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Ordinary soil
-
-
-
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( a ) For Pile cap bottom.
451.01
514
231954
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Sand filling
-
-
-
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Filling in foundation trenches as per drawing & Technical specification Clause 305.3.9
-
-
-
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( a ) For Pile cap bottom
37.58
1856
69775
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Providing concrete for plain concrete (using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications clauses 802, 803, 900, 1202 & 1203.
-
-
-
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P.C.C grade M15 ( using jhama brick aggregate)
-
-
-
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( i ) Nominal mix (1 : 2.5 : 5) a. Base of pile cap
b. For Approach Slab
42.41
8766
371800
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Cement Concrete for Reinforced Concrete ( using fine sand ) in Pile Cap excluding reinforcement complete as per drawing & MoRT&H technical specification.
-
-
-
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RCC grade M 30 Grade
-
-
-
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Case - I : Using Concrete Mixer
(i) Pile cap
(ii) Stem of Abutment
(iii) Cantilever return wall
(iv) Dirt wall
(v) Abutment cap
(vi) Approach Slab
954.83
11011
10513633
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 & 1202 .
157.55
97428
15349813
... More
For Base and Stem of Abutment M - 30
-
-
-
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Providing weep hole
-
-
-
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Providing weep holes in brick masonary / stone masonary, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC Pipe or PVC pipe (110 mm OD of 6.0 kg/cm2 pressure ) 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
(i) For Cantilever Return wall
(ii) For Abutmtent
52
328
17087
... More
Providing & laying filter media.
-
-
-
... More
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & 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.
(i) For Cantilever Return wall
(ii) For Abutmtent
41.68
3876
161589
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Backfilling behind abutment , wing wall & return wall complete as per drawings & technical specifications clause 1204.3.8.
(i) For Cantilever Return wall
(ii) For Abutmtent
-
-
-
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Backfilling behind abutment , wing wall & return wall complete as per drawings & technical specifications clause 1204.3.8.
(i) For Cantilever Return wall
(ii) For Abutmtent
144.9
2456
355947
... More
Bored Cast - in - Situ Pile 1200 mm dia, M - 30 grade ( Using fine sand ) R.C.C Pile excluding Reinforcement Complete as per drawing and technical specification and removal of excavated earth with all lift and lead upto 1000 m.
-
-
-
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1200 mm dia
462
18155
8387887
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification Clauses 1000 & 1202 .
-
-
-
... More
For Bored Cast - in - Situ Piles M - 30
86.14
97428
8392465
... More
Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000 m.
6.4
13380
85632
... More
Routine load test including supply of all tools & Tackles required for testing , supply of kentledge, making all arrangement for testing , erection of kentledge , recording data annalysing the data.
1
302639
302639
... More
Providing & laying reinforced cement concrete in superstructure as per drawings & technical specifications clauses 1500,1700,2100 (including centering, shutterin, staging etc but excuding reinforcement) Using Concrete Mixer
-
-
-
... More
R.C.C Grade M - 30
-
-
-
... More
For solid slab superstructure
-
-
-
... More
For height 5.0 m to 10.0 m.
(i) Deck slab
(ii) Girders
(iii) Cross girder
(iv) Kerbs
298.93
12773
3818323
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1600
-
-
-
... More
Deck slab, girders, cantilever portions, cross beams, kerbs etc
49.32
99536
4909135
... More
Providing & laying cement concrete wearing coat M30 grade including all formworks & required reinforcement complete as per drawing & MoRT&H technical specifications clauses 2702 (including centering, shuttering, staging etc but excluding reinforcement)
-
-
-
... More
M-30 Grade
-
-
-
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Deck slab
24.96
16857
420773
... More
Construction of RCC Railing of M30 grade.
-
-
-
... More
Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )
120
2769
332328
... More
Providing and fixing drainage spouts.
-
-
-
... More
Providing and fixing in position Drainage spouts complete as per drawing & technical specifications Clause 1209.
12
6434
77212
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and Technical Specifications Clause 2004.
8
59878
479028
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 18% GST)
8.95
115442
1033206
... More
Total for 2nd year maintenance (including 18% GST)
8.95
127337
1139666
... More
Total for 3rd year maintenance (including 18% GST)
8.95
230630
2064139
... More
Total for 4th year maintenance (including 18% GST)
8.95
284601
2547179
... More
Total for 5th year maintenance (including 18% GST)
8.95
342240
3063048
... More
● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.
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-
197276768
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