Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
15 May 2019Closing Date
6 Jun 2019Tender Amount
₹ 9,46,82,983Costs
EMD
₹ 18,93,660Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_73226_2Bid Award Id
ViewTender No
2018-19(III)-MG/06/03/68Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
THIS RE-BID NOTICE SHALL REPLACE THE INVITATION FOR BID NOTICE APPEARING IN THE PMGSY TENDERS WEBSITE. THE REPLACED NOTICE IS TO BE TREATED AS CANCELLED.
BOQ Items
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 em
9742.512
-
73
Construction of embankment with material obtained from roadway cutting with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
6819.758
-
77
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
20858.972
-
376
Dismantling of Flexible Pavements
(I) Manual Means
-
-
-
(A) Bituminous Course
571.551
-
843
(B) Granular Course
213.365
-
641
Compacting Original Ground
-
-
-
(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
1919.294
-
73
Construction of Subgrade and Shoulder
-
-
-
Construction of Sub Grade and Earthen Shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted etc. upto a lead of 1000 m as per technical specification Clause 303.1
3379.6
-
320
Sub Base
-
-
-
(A) By mix in Place Method 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.
(II) For Grading Material (Gr - II )
1541.07
-
3090.75
BASE COURSE
-
-
-
Water Bound Macadam Sub-base/base 1)WBM Grading 1 Water Bound Mecadam
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. (A).By Manual Means
2) Grading-II (A) By manual Means
753.3
-
4774.12
3) Grading-III (A) By manual means
3005.06
-
4482.15
Bituminous work
-
-
-
Prime-Coat (i) 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 .70-1.0 kg/sqm using mechanical means etc.
40067.81
-
38.95
Tack-coat (ii).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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
40067.81
-
18.46
OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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 Technical specification clause.
Case-II By Mechanical Means
(i) Bitumen (S-90)
40067.81
-
263.69
Seal-Coat 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 Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
40067.81
-
99.29
Protection Works (Gabion Wall 5.00 m Ht)
-
-
-
Excavation for Structures
Earth work 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.
(v) Marshy soil
115.5
-
480
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
441
-
3050
Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means For Stone -
441
-
105
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone -
441
-
53
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
For stone -
-
-
-
Case-I : Surfaced Road
52920
-
6
Case-III: Katcha
1984.5
-
8
Protection Works (Gabion Wall 6.00 m Ht)
-
-
-
Excavation for Structures
Earth work 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.
(v) Marshy soil
178.75
-
480
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
845
-
3050
Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means For Stone -
845
-
105
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone -
845
-
53
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
For stone -
-
-
-
Case-I : Surfaced Road
101400
-
6
Case-III: Katcha
3802.5
-
8
Minor Bridge 10.00 m 2 Nos
-
-
-
Foundation
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.
(a) upto 3m depth
148.8
-
256
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
93.28
-
7554.19
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
94.506
-
7554.19
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
14.4
-
80271.1
Sub- Structure
-
-
-
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
95.51
-
10063.86
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
20.087
-
80396.1
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
88
-
492.54
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
119.25
-
2351.52
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
119.25
-
2394.22
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
210.632
-
3335.76
Super-Structure
-
-
-
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
76.518
-
10703.06
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
4.622
-
81592.1
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
11.22
-
15821.2
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
70.4
-
3385.51
Drainage spouts complete as per drawing and technical specification Clause 1209
12
-
1451.21
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
11.13
-
6262.03
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
24.338
-
14782.16
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
21.2
-
41807.36
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
42.4
-
402.08
Miscellaneous-Protective work
-
-
-
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
175.368
-
8392.6
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
103.307
-
1943
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
53.123
-
1676.6
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.
135.813
-
256
Minor Bridge 12.00 m 2 Nos
-
-
-
Foundation
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.
(a) upto 3m depth
615.477
-
256
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
215.76
-
7554.19
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
96.702
-
7554.19
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
14.4
-
80271.1
Sub- Structure
-
-
-
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
186.275
-
10063.86
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
20.087
-
80396.1
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
96
-
492.54
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
150
-
2351.52
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
272.04
-
2394.22
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
248.912
-
3335.76
Super-Structure
-
-
-
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
170.496
-
10703.06
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
13.64
-
81592.1
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
16.038
-
15821.2
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
86.4
-
3385.51
Drainage spouts complete as per drawing and technical specification Clause 1209
12
-
1451.21
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
12.6
-
6262.03
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
27.552
-
14782.16
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
24
-
41807.36
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
48
-
402.08
Miscellaneous-Protective work
-
-
-
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
175.368
-
8392.6
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
103.307
-
1943
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
53.123
-
7554.19
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.
135.813
-
256
Slab Culvert 1.5 m Span 2 nos.
-
-
-
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 side
A.Manual Means i)(Depth up to 3m).
-
-
-
I. Abutment:
90.398
-
287
II. Below Return wall
55.018
-
287
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
A. With crushed stone.
I) P.C.C grade M 10 i)Nominal mix 1:3:6
-
-
-
I. Below Abutment:
10.614
-
9251
II. Below Return wall
5.642
-
9251
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
B. PCC Grade M15 i)Nominal mix (1:2.5:5)
Abutment:
55.104
-
8855
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
i) Coursed rubble masonry (1st sort) In 1:4 cement mortar
Return Wall
26.508
-
8046
Plain/Reinforced Cement Concrete in Substructure complete as per Drawing and Technical Specifications.
I) P.C.C. grade M 15 i) Nominal mix (1:2.5:5)
Abutment:
29.146
-
9405
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
I) Coursed rubble masonry (1st sort) In 1:4 cement mortar
Return Wall
21.02
-
8046
Plain/Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications.
III. RCC Grade M20
20.444
-
11618
Providing, laying and rolling of OGPC 20 mm thick in wearing coat complete as per drawing and technical specifications Clauses 508.
Slab
21.84
-
272
Providing, laying and rolling of seal coat sealing the voids in bitumenous surfaces , Type A mm thick in wearing coat complete as per drawing and technical specifications Clauses 510
Slab
21.85
-
107
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
-
-
-
Abutment:
17.847
-
3978
Return Wall
9.548
-
3978
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
48
-
552
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.44
-
90022
Drainage Spouts complete as per drawing and Technical specification
4
-
1625
Reconstruction of Face Wall 8 nos.
-
-
-
Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Ordinary rock (not requiring blasting)
Upto 3 m. depth
Face wall
466.576
-
287
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
Base of Face wall
17.28
-
9251
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonary
(ii) In 1:4 Cement Mortar
-
-
-
Face wall
291.6
-
8046
Parapet
11.52
-
8046
Filter material for R/W and Hume pipe
Providing and laying fiter media with granular cvrushed agrregates as per specification etc
72
-
3978
Plastering with cement mortar (1:4) 15 mm thick on brick work for substructure as per technical specification.
148.8
-
331
Unlined Drain
-
-
-
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
7950
-
67
Guard Post
Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
24
-
3462.49
Trafic - Signs
-
-
-
B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm 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 x600mm, 600mm below ground level as per drawings and Technical Specification clause 801ii) 600 mm Equilateral Triangle
16
-
3427.23
iii) 600 mm Circular
8
-
3814.75
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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
2
-
7846.64
PMGSY Informatory Sign Board with Logo
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
Logo of PMGSY Project
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 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
1
-
41158.43
“Citizen’s information Board” Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm
1
-
41158.43
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and Technical Specification Clause 1703
2
-
4154.04
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703
9
-
3582.58
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification Clause 1703
40
-
970.28
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
80
-
123.91
Maintenance
-
-
-
Maintenance for 1st Year
10.36
-
39851.35
Maintenance for 2nd Year
10.36
-
60334.07
Maintenance for 3rd Year
10.36
-
120589.96
Maintenance for 4th Year
10.36
-
191794.4
Maintenance for 5th Year
10.36
-
214763.51
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