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 Date20 Nov 2024
Closing Soon19 Dec 2024
Tender Amount₹ 29,50,69,000
Costs
EMD
₹ 14,85,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_502494_1Tender No
TN.No.18 / SI.No.02 / 2024-2025 / 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
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
6410
487
3124041.7
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
7345
487
3579732.65
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
4018
487
1958252.66
... More
Construction of Sub Grade and earthern shoulders with approved materials obtainedfrom areas shownin the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, Spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specifications for 97% Compaction with a lead of 17 kms as Per MORT&H 305
-
-
-
... More
Bypass Portion
18998
543
10326362.9
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
5765
543
3133565.75
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
14091
543
7659163.05
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
3903
543
2121475.65
... More
Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 km and all lift as per Technical Specification clauses 301 of MORT&H specification complete and as directed by Engineer for CUTTING.
-
-
-
... More
Bypass Portion
833
123
102675.58
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
109
123
13435.34
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
15864
123
1955396.64
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
4757
123
586347.82
... More
Construction of Granular sub-base thick 100mm Grade-III 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).
-
-
-
... More
Bypass Portion
3422
1767
6049959.12
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
1127
1767
1992490.92
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
3255
1767
5754709.8
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
1583
1767
2798680.68
... More
Construction of Granular sub-base thick 145mm 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).
-
-
-
... More
Bypass Portion
3180
1679
5340523.8
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
1297
1679
2178194.77
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
4051
1679
6803289.91
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
1751
1679
2940646.91
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm 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).
-
-
-
... More
Bypass Portion
5482
2069
11347411.08
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
2235
2069
4626315.9
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
6985
2069
14458530.9
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
3612
2069
7476623.28
... More
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)
-
-
-
... More
Bypass Portion
21927
81
1783542.18
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
8513
81
692447.42
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
31686
81
2577339.24
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
14129
81
1149252.86
... More
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).
-
-
-
... More
Bypass Portion
21927
18
410473.44
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
8513
18
159363.36
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
31686
18
593161.92
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
14129
18
264494.88
... More
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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 perClause 503 of MORTH Rev-5 .(Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
1250
26
33725
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
5273
26
142265.54
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
5306
26
143155.88
... More
Providing, laying 85mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 85mm with mechanical paver to the specified grades and cross sections and consolidated by 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 111, 112, 505, 900 of MORTH rev-5
-
-
-
... More
Bypass Portion
1866
9428
17593860.9
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
830
9428
7825779.5
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
2691
9428
25372497.15
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
1581
9428
14906695.65
... 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 VG40 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 Roller 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 as per clause 111, 112, 507, 900 of MORTH Rev-5
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-
-
... More
Bypass Portion
658
11119
7316913.94
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
293
11119
3258139.49
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
950
11119
10563933.5
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
558
11119
6204920.94
... More
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).
-
-
-
... More
Bypass Portion
3
2197
6591
... More
Provididing RCC M15 Grade Precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
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Bypass Portion
14
574
8045.1
... More
Proving RCC M15 grade Boundary Stone pillars of standard design as per IRC 25-1967 and fixing in position including finishing, painting and lettering, as per MORTH specification No.807
-
-
-
... More
Bypass Portion
276
1107
305532
... More
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification as per MORT&H Rev.Vth 408, 409
-
-
-
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
530
424
224932
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
2556
424
1084766.4
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
1215
424
515646
... More
Gravel Filling Behind the MEDIAN AND ISLAND with Clean Good Gritty Gravel including cost and conveyance to site including labour charge for filling in layers, watering, tamping under optimum moisture contents to get the maximum density all incidental charges etc., complete as Per MORT&H 305
-
-
-
... More
Junction Improvement at Km 0/0 ARCOT - VILLUPURAM ROAD (SH-4) (T - Junction)
(Proposed Ch. 0.00m to 374.11m)
113
487
55072.81
... More
Junction Improvement at Km 2/215
ARCOT - KANNAMANGALAM (SH-129) (+ Junction)
(Proposed Ch. 1841.920m to 2586.160m)
553
487
269515.61
... More
Junction Improvement at Km 3/460 KRISHNAGIRI - RANIPETTAI ROAD KM 138/825 (SHU-24) (T - Junction)(Proposed Ch. 3110.188m to 3443.58m)
415
487
202258.55
... More
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Foundation of box Culvert MORTH No.111,112,304.
-
-
-
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Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
845
246
208309.4
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
137
246
33773.24
... More
Providing Plain Cement Concrete of grade M15 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 as per MORTH Rev. V Specification for Base Course(Without Centering). MORTH No.1000,1500, 1700
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
131
6009
787228.78
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
22
5999
131993.18
... More
Providing Vibrated Cement Concrete M20 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 as per MORTH Rev. V Specification for Return wall and Parapet Wall (With Centering).MORTH No.1000,1500,1700,2100,2200
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
181
9864
1785458.21
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
51
9879
503845.32
... More
Vibrated Reinforced Cement Concrete of grade M25 using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT. MORTH No.1000,1500,1700,2200,2300
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
870
11711
10188831
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
119
12096
1439441.85
... More
Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.MORTH No.1000,1500,1700,2700, 2702
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
499
716
357528.51
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
67
715
47955.25
... More
Supply and fabrication of Fe-500D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting, bending,tying grills, including over Laping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision).
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
53.93
95609
5156207.93
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
7.83
95609
748620.58
... More
Supply and fabrication of Fe-240 grade-1 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision).
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
2.59
95609
247436.79
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
0.36
95609
34419.34
... More
Providing and fixing of 100mm dia PVC SEEPAGE pipes required length for abutment and wing including cost and conveyance of all material to worksite, cost and labour for 110mm dia semi spherical backfill arrangements with 100mm broken graniate chips at the periphery and labour charges for fixing etc., complete to drain the backfill -1 No Return wall MORTH 2706
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
120
192
23100
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
36
192
6930
... More
Providing FILTER MEDIA behind Return walls for 600mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site, including all labours and other incidental charges, etc., complete as per CI.710.1.4 & Appendix-6 of IRC: 78-2014.
-
-
-
... More
Box Culverts @ Km 0/2, 0/8, 0/10, 1/2, 1/6, 1/10, 2/8, 3/2(i), 3/2(ii) & 3/4
113
1258
142245.53
... More
Widening of Box Culverts @ Km 1/6, 1/8 & 138/8
30
1251
37552.5
... More
PCC Retaining Wall Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all other labour, equipments and all incidental charges such as baling 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 RETAINING WALLS as per MORT&H Vth Revision 304
-
-
-
... More
PCC Retaining Wall 3.5m
823.5
246
203009.22
... More
Vibrated Cement Concrete M20 (1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, 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 FOOTINGS OF RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700
-
-
-
... More
PCC Retaining Wall 3.5m
164.7
6193
1020140.27
... More
Vibrated Cement Concrete of grade M20 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 as per MORTH Rev. V Specification for Body Wall of Retaining Walls as per sec.1000,1500,1700, 2200
-
-
-
... More
PCC Retaining Wall 3.5m
777.6
8247
6413605.92
... More
Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and return walls including cost and conveyance of all materials to worksite and labour charges for fixing, etc., complete to drain from the backfill as per section 2706 of MORT&H Specification (Rev. V).
-
-
-
... More
PCC Retaining Wall 3.5m
288
192
55440
... More
Vibrated Cement Concrete of grade M20 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 as per sec.1000,1500,1700 MORTH Rev. V Specification for for the Broken Parapets
-
-
-
... More
PCC Retaining Wall 3.5m
27
11061
298672.65
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
250058299
-
... More
GST 18% for above SubTotal Amount
1
45010493
45010493.84
... More
Total in Figures (SubTotal + GST)
-
-
295068792.92
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