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 Date21 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 5,52,96,000
Costs
EMD
₹ 2,86,500Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2022_HWAY_273934_1Bid Award Id
ViewTender No
12 / 2022-2023 / 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
Road C
2700
-
5.15
Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.as per clause as per MORTH Rev.V 202
-
-
-
Road C
1941
-
18.85
Construction of Granular sub-base Grade-V 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 as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1258
-
1476.04
Road B
1256
-
1462.84
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
2172
-
1782.36
Road B
2093
-
1782.36
Road C
1456
-
1782.36
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5 .(Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
8686
-
77.74
Road B
8370
-
77.74
Road C
5821
-
77.76
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
8686
-
18.42
Road B
8370
-
18.42
Road C
5821
-
18.43
Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5 (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
435
-
8553.24
Road B
419
-
8553.24
Road C
292
-
8564.84
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
261
-
11381.25
Road B
252
-
11381.25
Road C
175
-
11400.95
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.(as per MORTH No 304, 305)
-
-
-
Road A
2098
-
106.25
Road B
2119
-
106.25
Road C
985
-
106.25
Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
-
-
-
Road A
2
-
906
Road B
2
-
906
Road C
1
-
906
Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
-
-
-
Road A
9
-
256
Road B
9
-
256
Road C
6
-
256
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 confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)as per MORT&H specification No.801
-
-
-
Road A
1
-
11805
Road B
1
-
11805
Road C
1
-
11805
SUB ESTIMATE : BOX CULVERT Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION as per clause No.304,111,112 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
79
-
263
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
229
-
263
Road A - Single cell Box Culvert at Km 2/2
58
-
263
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
229
-
263
Road B - Single cell Box Culvert at Km 2/2
58
-
263
Road C - Single cell Box Culvert at Km 0/2
58
-
263
Road C - Single cell Box Culvert at Km 1/2
70
-
263
Road C - Single cell Box Culvert at Km 1/4
58
-
263
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT .as per clause No.1000, 1500, 1700,2100, 2200 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
8
-
5807
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
23
-
5822
Road A - Single cell Box Culvert at Km 2/2
6
-
5829
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
23
-
5796
Road B - Single cell Box Culvert at Km 2/2
6
-
5799
Road C - Single cell Box Culvert at Km 0/2
6
-
5523
Road C - Single cell Box Culvert at Km 1/2
7
-
5539
Road C - Single cell Box Culvert at Km 1/4
6
-
5554
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Footing and STEM OF WING WALLS and Parapet over Culvert as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
13
-
8744
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
51
-
8758
Road A - Single cell Box Culvert at Km 2/2
13
-
8766
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
51
-
8732
Road B - Single cell Box Culvert at Km 2/2
13
-
8736
Road C - Single cell Box Culvert at Km 0/2
13
-
8460
Road C - Single cell Box Culvert at Km 1/2
13
-
8475
Road C - Single cell Box Culvert at Km 1/4
13
-
8491
Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of Box Culvert..as per clause No.1000, 1500, 1700,2200, 2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
39
-
10682
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
118
-
10734
Road A - Single cell Box Culvert at Km 2/2
30
-
10741
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
118
-
10708
Road B - Single cell Box Culvert at Km 2/2
30
-
10711
Road C - Single cell Box Culvert at Km 0/2
30
-
10435
Road C - Single cell Box Culvert at Km 1/2
35
-
10427
Road C - Single cell Box Culvert at Km 1/4
30
-
10466
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. as per clause No.1000,1500,1700, 2702 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
25
-
686.8
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
72
-
687.9
Road A - Single cell Box Culvert at Km 2/2
18
-
688.5
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
72
-
686
Road B - Single cell Box Culvert at Km 2/2
18
-
686.2
Road C - Single cell Box Culvert at Km 0/2
18
-
665.2
Road C - Single cell Box Culvert at Km 1/2
22
-
666.4
Road C - Single cell Box Culvert at Km 1/4
18
-
667.5
Supply and Fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per clause No.1600 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
2.5
-
93230
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
8.1
-
93230
Road A - Single cell Box Culvert at Km 2/2
2.1
-
93230
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
8.1
-
93230
Road B - Single cell Box Culvert at Km 2/2
2.1
-
93230
Road C - Single cell Box Culvert at Km 0/2
2.1
-
93230
Road C - Single cell Box Culvert at Km 1/2
2.4
-
93230
Road C - Single cell Box Culvert at Km 1/4
2.1
-
93230
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
12
-
177.5
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
48
-
177.5
Road A - Single cell Box Culvert at Km 2/2
12
-
177.5
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
48
-
177.5
Road B - Single cell Box Culvert at Km 2/2
12
-
177.5
Road C - Single cell Box Culvert at Km 0/2
12
-
177.5
Road C - Single cell Box Culvert at Km 1/2
12
-
177.5
Road C - Single cell Box Culvert at Km 1/4
12
-
177.5
Back Filling the exavated area of wing walls of Box culvert with gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers including watering, with all leads for water and all other incidental charges etc. complete As per 1000 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2
19
-
309
Road A - Single cell Box Culvert at Km 1/6,1/8(i), 1/8(ii) &1/10
62
-
309
Road A - Single cell Box Culvert at Km 2/2
16
-
322
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii) & 1/10
62
-
309
Road B - Single cell Box Culvert at Km 2/2
16
-
309
Road C - Single cell Box Culvert at Km 0/2
16
-
309
Road C - Single cell Box Culvert at Km 1/2
18
-
309
Road C - Single cell Box Culvert at Km 1/4
16
-
309
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Cut-Stone masonry in lime mortor walls under 3m high etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
1
-
442
Road A - Single cell Box Culvert at Km 2/2
1
-
442
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
1
-
442
Road B - Single cell Box Culvert at Km 2/2
1
-
442
Road C - Single cell Box Culvert at Km 0/2
1
-
442
Road C - Single cell Box Culvert at Km 1/2
1
-
442
Road C - Single cell Box Culvert at Km 1/4
1
-
442
Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Brick/Stone masonry in lime mortor walls under 3m high etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
65
-
199.2
Road A - Single cell Box Culvert at Km 2/2
22
-
199.2
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
65
-
199.2
Road B - Single cell Box Culvert at Km 2/2
22
-
199.2
Road C - Single cell Box Culvert at Km 0/2
22
-
199.2
Road C - Single cell Box Culvert at Km 1/2
22
-
199.2
Road C - Single cell Box Culvert at Km 1/4
22
-
199.2
Dismantling, Clearing away and carefully stacking materials useful for re use of Cement Mortor under 3 m height etc., complete as per clause No.202,111,112 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
14
-
244
Road A - Single cell Box Culvert at Km 2/2
5
-
244
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
14
-
244
Road B - Single cell Box Culvert at Km 2/2
5
-
244
Road C - Single cell Box Culvert at Km 0/2
5
-
244
Road C - Single cell Box Culvert at Km 1/2
5
-
244
Road C - Single cell Box Culvert at Km 1/4
5
-
244
Diversion : Clearing Scrub jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth as per MORTH Rev.V 201
-
-
-
Road A - Single cell Box Culvert at Km 0/2
94
-
5.15
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
282
-
5.15
Road A - Single cell Box Culvert at Km 2/2
94
-
5.15
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
507
-
5.15
Road B - Single cell Box Culvert at Km 2/2
94
-
5.15
Road C - Single cell Box Culvert at Km 0/2
94
-
5.15
Road C - Single cell Box Culvert at Km 1/2
94
-
5.15
Road C - Single cell Box Culvert at Km 1/4
94
-
5.15
Excavation Including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specification and the lines, grades and cross sections shown in the drawing or as indicated by the Engineer for Carted Earth with a lead of 1 km for formation of Diversion Road as per MORTH No 304 ,111 &112
-
-
-
Road A - Single cell Box Culvert at Km 0/2
246
-
106.25
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
736
-
106.25
Road A - Single cell Box Culvert at Km 2/2
246
-
106.25
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
1345
-
106.25
Road B - Single cell Box Culvert at Km 2/2
246
-
106.25
Road C - Single cell Box Culvert at Km 0/2
246
-
106.25
Road C - Single cell Box Culvert at Km 1/2
246
-
106.25
Road C - Single cell Box Culvert at Km 1/4
246
-
106.25
Construction of Granular sub-base Grade-V 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 as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A - Single cell Box Culvert at Km 0/2
15
-
1476.04
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
43
-
1476.04
Road A - Single cell Box Culvert at Km 2/2
15
-
1476.04
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
76
-
1462.84
Road B - Single cell Box Culvert at Km 2/2
15
-
1462.84
Road C - Single cell Box Culvert at Km 0/2
15
-
1379.24
Road C - Single cell Box Culvert at Km 1/2
15
-
1379.24
Road C - Single cell Box Culvert at Km 1/4
15
-
1379.24
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A - Single cell Box Culvert at Km 0/2
19
-
1782.36
Road A - Single cell Box Culvert at Km 1/8(i), 1/8(ii) &1/10
57
-
1782.36
Road A - Single cell Box Culvert at Km 2/2
19
-
1782.36
Road B - Single cell Box Culvert at Km 1/4,1/6(i), 1/6(ii)
102
-
1782.36
Road B - Single cell Box Culvert at Km 2/2
19
-
1782.36
Road C - Single cell Box Culvert at Km 0/2
19
-
1782.36
Road C - Single cell Box Culvert at Km 1/2
19
-
1782.36
Road C - Single cell Box Culvert at Km 1/4
19
-
1782.36
PCC Drain : Earth Work including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with specification and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Foundation as per MORTH Rev.V 111,112,304
-
-
-
Road B
155
-
135
Providing Cement Concrete M10 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to worksite from approved quarry, including all labour charges for formwork, mixing concrete, compacting, curring etc., and all other incidental charges etc., complete for FOUNDATION as per MORTH Rev.V 304
-
-
-
Road B
18
-
5116
Providing Vibrating Cement Concrete M15 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to worksite from approved quarry, including all labour charges for formwork, mixing concrete, compacting, curring etc., and all other incidental charges etc., complete for Base Slab & Side Wall as per MORTH Rev.V 1000,1500,1700,2200
-
-
-
Road B
93
-
10663
Providing RCC 1:2:4 Cover Slab Over the Drain using 20mm ISS HBG metal including cost and conveyance of all materials to worksite from approved quarry, including all labour charges for formwork, mixing concrete, compacting, curing etc., and all other incidental charges etc., complete.(PreCast) as per MORTH Specification Clause 1000,1500,1700,2200
-
-
-
Road B
15
-
8039
Supply and Fabrication of Steel of Grade Fe-500 Steel required for all RCC items of works involved in the schedule with anticorrosive treatment 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 of space bars, cover blocks and all other incidental charges etc., complete as per standard specifications. as per MORTH Rev.V 1600
-
-
-
Road B
0.99
-
93230
Calculation of SubTotal, GST and Total carried out by system automatically
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-
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Sub Total Amount for above all items (excluding GST)
1
-
46860984.5
GST 18% for above SubTotal Amount
1
-
8434977.21
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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