National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Date5 May 2025
Tender Amount₹ 5,39,44,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I
Bid Capacity
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Assessed Available Bid Capacity = (A x N x 2)-B Where A is Maximum value of construction works executed in any one year during the last five years (updated to the current price level) rate of inflation may be taken as 10% per year which will take into account the completed as well as works in progress; B is Value at current price level of the existing commitments and ongoing works to be completed during the next 7 months (Period of completion of works for which bids are invited); and N is Number of years prescribed for completion of the works for which the bids are invited. i.e., 7 months in the present case is
Technical Capacity
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The required prior work experience for the bidder includes:
* Average annual turnover of at least 40% of the value of contract/ contracts applied for, which is Rs. 215.78 Lakhs.
* Successfully completed at least one contract (Highways road and/ or Bridge works / Airport contract) at least 40 % of the value of proposed contract in any one year within the last five years, which is also Rs. 215.78 Lakhs.
* Experience in similar nature of work, including the following quantities of works completed in any one year during the last five years: + Earthwork: 4974.34 m3 (minimum 1990.00 m3) + GSB / WMM: 5119.26 m3 (minimum 2048.00 m3) + BM / DBM: 995.00 m3 (minimum 398.00 m3) + BC / SDBC (Wearing Course): 597.00 m3 (minimum 239.00 m3) + VCC/ VRCC: 906.62 m3 (minimum 363.00 m3) + Steel: 18.42 Mt (minimum 7.37 Mt) The value and percentage of similar works completed are:
* At least 40% of the value of the proposed contract, which is Rs. 215.78 Lakhs.
* The bidder should have completed similar works with a certain value, but the exact amount is not specified, however, the value of the proposed contract is Rs. 215.78 Lakhs.
* The bidder's available bid capacity will be calculated based on the maximum value of construction works executed in any one year during the last five years, updated to the current price level, considering a rate of inflation of 10% per year.
* The assessed available bid capacity should be more than the total estimated cost of the works, which is Rs. 539.44 Lakhs.
* The bidder should also demonstrate that they have access to or have available liquid assets of not less than 10% of the contract/contracts applied for, which is not less than Rs. 53.94 Lakhs.
Costs
EMD
₹ 2,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Poongulam Seganyam Road Km.0/0-5/300
Description
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Contact
Tender Id
2025_HWAY_544158_1Tender No
TN.No.02 / SI.No.04 / 2025-2026 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete (Specification Number as per MORT&H Rev.V 111,112,502,900)
19892
83
1668143.12
... More
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete (Specification Number as per MORT&H Rev.V 111,112,503,900)
19892
19
391673.48
... More
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
995
9730
9681568.9
... More
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP (Specification Number as per MORT&H Rev.V 111,112,507,900)
597
12382
7392131.61
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Carted earth including cost and conveyance an average lead of 5km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side Berms in accordance with standard Specifications as per MORT&H Vth Rev., sec.304 &305
3480
238
828240
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Providing RCC M15 Grade Precast HM stone of standard design as per IRC 26:1967 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
21
574
12067.65
... More
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8:1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
5
2197
10985
... More
Direction and Place Identification Signs- Type- IV Providing and erecting direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For sign having area more than 0.9sq.m) Type-IV
1.08
11805
12749.4
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SUB ESTIMATE
Dismantling the existing plain cement concrete in the existing damaged culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete
-
-
-
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Single cell Box culvert (2x2) @ Km 0/4 & 1/4 (Reconstruction)
39.46
486
19185.45
... More
Single cell Box culvert (2x2) @ Km 2/0 & 3/6 (Reconstruction)
39.46
486
19185.45
... More
Double cell Box culvert (3x3) @ Km 5/0
14.23
486
6918.63
... More
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
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Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
99.07
246
24422.74
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
99.07
246
24422.74
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
99.07
246
24422.74
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
99.07
246
24422.74
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
269.81
246
66513.56
... More
Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100
-
-
-
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Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
5.29
7035
37220.02
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
5.29
7026
37171.3
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
5.29
7017
37122.58
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
5.29
7008
37073.91
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
18.25
6989
127565.31
... More
Vibrated Reinforced Cement concrete in M25 grade (design mix) using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
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Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
34.93
13035
455322.33
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
34.93
13026
455000.63
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
34.93
13016
454678.92
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
34.93
13007
454357.56
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
101.92
12359
1259664.95
... More
Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Approach Slab
-
-
-
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
15.75
10067
158568.8
... More
Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
2.3
95609
219901.32
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
2.3
95609
219901.32
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
2.3
95609
219901.32
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
2.3
95609
219901.32
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
8.4
95609
803117.87
... More
Supply and fabrication of steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
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Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
0.1
95609
9560.93
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
0.1
95609
9560.93
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
0.1
95609
9560.93
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
0.1
95609
9560.93
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
0.42
95609
40155.89
... More
Vibrated cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
19.5
797
15560.61
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
19.5
797
15546.96
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
19.5
796
15533.31
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
19.5
795
15519.47
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
106.43
794
84555.44
... More
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
46.77
8818
412431.42
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
46.77
8809
412000.67
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
46.77
8799
411569.92
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
46.77
8790
411139.64
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
130.79
8411
1100086.46
... More
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
1.17
12065
14117.14
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
1.17
12056
14106.36
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
1.17
12047
14095.59
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
1.17
12038
14084.82
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
3.24
11557
37446.43
... More
Filling Gravel behind the Culverts walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
13.45
324
4364.53
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
13.45
324
4364.53
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
13.45
324
4364.53
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
13.45
324
4364.53
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
19.24
324
6243.38
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MOR&H Vth specification No.2706
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 (Reconstruction)
9.6
177
1704
... More
Single cell Box culvert (2x2) @ Km 1/4 (Reconstruction)
9.6
177
1704
... More
Single cell Box culvert (2x2) @ Km 2/0 (Reconstruction)
9.6
177
1704
... More
Single cell Box culvert (2x2) @ Km 3/6 (Reconstruction)
9.6
177
1704
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
9.6
177
1704
... More
Carted earth with lead of 5 km including cost of Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of diversion road.
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/4 & 1/4 (Reconstruction)
228
238
54264
... More
Single cell Box culvert (2x2) @ Km 2/0 & 3/6 (Reconstruction)
228
238
54264
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
171.25
238
40757.5
... More
Construction of Granular Sub-Base Grade V of 200mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
... More
Single cell Box culvert (2x2) @ Km 0/2 & 0/4 (Reconstruction)
45
2767
124517.7
... More
Single cell Box culvert (2x2) @ Km 2/0 & 3/6 (Reconstruction)
45
2767
124517.7
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
28.13
2767
77837.4
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete fo Diversion road as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
... More
Double cell Box culvert (3x3) @ Km 5/0 (Reconstruction)
28.13
2840
79909.74
... More
Retaining Wall
-
-
-
... More
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Retaining Wall (Specification No.304.)
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
201
289
58163.37
... More
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Foundation of Retaining Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
53.6
7188
385291.27
... More
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining Wall below Ground level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
97.76
8185
800204.7
... More
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining Wall above Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
113.44
9198
1043507.33
... More
Vibrated Cement Concrete M20 grade (Nominal mix) 1 :1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet over Retaining walls as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
5.4
12242
66110.26
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.00m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
... More
At Km 4/815 - 4/825 (LS & RS) & At Km 4/845 - 4/855 (LS & RS)
36
177
6390
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
45715102
-
... More
GST 18% for above SubTotal Amount
1
8228718
8228718.52
... More
Total in Figures (SubTotal + GST)
-
-
53943821.42
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