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 Date7 Oct 2022
Closing Date8 Nov 2022
Tender Amount₹ 40,71,75,000
Costs
EMD
₹ 20,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_244408_2Bid Award Id
ViewTender No
TN.No.03 2022-23 SDO Dt.19.07.2022-1Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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k) Junction Improvements at Km 3/2.
34
-
96.6
... More
l) Junction Improvements at Km 4/6 (three leg).
13
-
96.6
... More
Forming Embankment with approved material necessary for the construction of roadway & side drains in accordance with specification and the lines, grades & cross sectionas shown in the drawings or as indicated in the drawing using borrow Earth with a lead of 32km - 95% Compaction for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
20353
-
544.71
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i) Junction Improvements at Km 0/2.
297
-
544.71
... More
j) Junction Improvements at Km 2/4.
1302
-
544.71
... More
k) Junction Improvements at Km 3/2.
3074
-
544.71
... More
l) Junction Improvements at Km 4/6 (three leg).
213
-
544.71
... More
Construction of sub grade and earthen shoulders with approved material necessary for the construction of roadway & side drains in accordance with specification and the lines, grades & cross sectionas shown in the drawings or as indicated in the drawing using borrow Earth with a lead of 32km - 97 % Compaction for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
25472
-
629.26
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i) Junction Improvements at Km 0/2.
4522
-
629.26
... More
j) Junction Improvements at Km 2/4.
5771
-
629.26
... More
k) Junction Improvements at Km 3/2.
6366
-
629.26
... More
l) Junction Improvements at Km 4/6 (three leg).
2629
-
629.26
... More
Refilling the excavated earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by manual labour under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment (Labour Charges only) for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
3642
-
33.6
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j) Junction Improvements at Km 2/4.
362
-
33.6
... More
k) Junction Improvements at Km 3/2.
34
-
33.6
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l) Junction Improvements at Km 4/6 (three leg).
13
-
33.6
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Granular Sub base with graded material (Table 400-1) to 100mm thick Plant mix method construction of Granular sub base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in unifrom layers with motor grader on prepared surface and compacting with vibratory roller to acheive the desired density, complete as per Cl 401 of MORTH specification for Grading III material for top layer for Road work.
(a) Road Work Km 0/0-4/582.
4253
-
1679.09
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i) Junction Improvements at Km 0/2.
721.2
-
1670.29
... More
j) Junction Improvements at Km 2/4.
962.1
-
1692.29
... More
k) Junction Improvements at Km 3/2.
984.2
-
1687.89
... More
l) Junction Improvements at Km 4/6 (three leg).
413.5
-
1701.09
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Granular Sub base with graded material (Table 400-1) to 110mm thick Plant mix method construction of Granular sub base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to worksite, spreading in unifrom layers with motor grader on prepared surface and compacting with vibratory roller to acheive the desired density, complete as per Cl 401 of MORTH specification for Grading V material for Bottom layer for Road work.
(a) Road Work Km 0/0-4/582.
4810
-
1587.39
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i) Junction Improvements at Km 0/2.
810.1
-
1578.59
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j) Junction Improvements at Km 2/4.
1080.4
-
1600.59
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k) Junction Improvements at Km 3/2.
1103.6
-
1596.19
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l) Junction Improvements at Km 4/6 (three leg).
465.9
-
1609.39
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to 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 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
6736
-
1942.72
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i) Junction Improvements at Km 0/2.
1378.8
-
1942.72
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j) Junction Improvements at Km 2/4.
1845.8
-
1942.72
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k) Junction Improvements at Km 3/2.
1927.9
-
1942.72
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l) Junction Improvements at Km 4/6 (three leg).
753.6
-
1942.72
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Providing and laying 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 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
26942
-
72.61
... More
i) Junction Improvements at Km 0/2.
5515.2
-
72.61
... More
j) Junction Improvements at Km 2/4.
7383.1
-
72.61
... More
k) Junction Improvements at Km 3/2.
7711.5
-
72.61
... More
l) Junction Improvements at Km 4/6 (three leg).
3014.3
-
72.61
... More
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 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 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
26942
-
17.38
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i) Junction Improvements at Km 0/2.
5515.2
-
17.38
... More
j) Junction Improvements at Km 2/4.
7383.1
-
17.38
... More
k) Junction Improvements at Km 3/2.
7711.5
-
17.38
... More
l) Junction Improvements at Km 4/6 (three leg).
3014.3
-
17.38
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Providing and laying Tack Coat over cement concrete surface using 3.00 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 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
199.1
-
19.93
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i) Junction Improvements at Km 0/2.
40.3
-
19.93
... More
j) Junction Improvements at Km 2/4.
80.6
-
19.93
... More
l) Junction Improvements at Km 4/6 (three leg).
40.3
-
19.93
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Providing and laying 85mm thick Dense Bituminous Macadam using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below size IRC metal with 53.20kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site including heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant 20-30tones capacity, conveying the mix by tipper to paver site, spreading the mix in required temperature for uniform thickness 85mm with mechanical paver to the specfied grades and cross section and consolidated by 8-10t vibratory/pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher/9m, vibratory/pneumatic 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 505 of MORTH rev-5 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
2307
-
10073.84
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i) Junction Improvements at Km 0/2.
472.3
-
10073.84
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j) Junction Improvements at Km 2/4.
634.5
-
10073.84
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k) Junction Improvements at Km 3/2.
655.5
-
10073.84
... More
l) Junction Improvements at Km 4/6 (three leg).
259.7
-
10073.84
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Providing and laying 30mm thick Bituminous Concrete using 0.13cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm & below size IRC metal with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site including heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant 20-30tones capacity, conveying the mix by tipper to paver site, spreading the mix in required temperature for uniform thickness 30mm with mechanical paver to the specfied grades and cross section and consolidated by 8-10t vibratory/pneumatic roller to the required density etc., including labour for attending to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher/9m, vibratory/pneumatic 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 505 of MORTH rev-5 for Road work and Junction Improvements.
(a) Road Work Km 0/0-4/582.
815
-
11729.9
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i) Junction Improvements at Km 0/2.
166.7
-
11729.9
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j) Junction Improvements at Km 2/4.
224
-
11729.9
... More
k) Junction Improvements at Km 3/2.
231.4
-
11729.9
... More
l) Junction Improvements at Km 4/6 (three leg).
91.7
-
11729.9
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Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in hard stiff clay stiff black cotton, hard red earth, shoes, mourum, gravel, stony earth and earth mixed with small size boulders &Trimming the bed and the side slope of the bank in all soils except hard rock up to a 7.5cm for KACHA DRAIN.
(a) Road Work Km 0/0-4/582.
3367
-
96.6
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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 MORTH & H specification no 804)
(a) Road Work Km 0/0-4/582.
4
-
906
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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 MORTH & H specification no 804)
(a) Road Work Km 0/0-4/582.
18
-
256
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Picking the existing BT surface upto 50mm thick depth etc. complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per MORTH Specification.
-
-
-
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i) Junction Improvements at Km 0/2.
596.6
-
17.15
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j) Junction Improvements at Km 2/4.
576.3
-
17.15
... More
k) Junction Improvements at Km 3/2.
828.5
-
17.15
... More
l) Junction Improvements at Km 4/6 (three leg).
263.5
-
17.15
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Vibrated cement concrete of Grade M20 (Nominal Mix) 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, softwater, 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 Median and Kerb in the island.
-
-
-
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i) Junction Improvements at Km 0/2.
332
-
305.9
... More
j) Junction Improvements at Km 2/4.
451.1
-
308.1
... More
k) Junction Improvements at Km 3/2.
476.1
-
308.1
... More
l) Junction Improvements at Km 4/6 (three leg).
90
-
309.7
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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 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 box culvert, curtain wall, wing wall and flexible apron, Drain and Toe wall.
(a) Road Work Km 0/0-4/582.
114
-
96.6
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d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
788
-
96.6
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
1356
-
96.6
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
3486.5
-
96.6
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g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
374.2
-
96.6
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h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
302
-
96.6
... More
j) Junction Improvements at Km 2/4.
1039.4
-
96.6
... More
k) Junction Improvements at Km 3/2.
658.6
-
96.6
... More
Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Levelling Course of box culvert, slab culvert, PCC Retaining wall, RCC Retaining wall.
-
-
-
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
15.6
-
5604
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
79
-
5601.68
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
100.6
-
5610.56
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
248.1
-
5615.22
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g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
20.5
-
5560
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
22
-
5616
... More
m) PCC Retaining wall.
206.6
-
5618.19
... More
n) RCC Retaining wall.
121.9
-
5627.62
... More
Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel 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 Base slab, Side wall and top slab for Box Culverts.
-
-
-
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d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
175.8
-
10526.36
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
214
-
10859.17
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
669.4
-
10336.76
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
50.8
-
10471
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
73.9
-
9999
... More
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 overlapping to the required length whenever 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 for Box Culvert, Slab Culvert, HLB, RCC Retaining wall and Drain.
-
-
-
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b) High level Bridge @ Km 3/4
319
-
83689
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
6.4
-
83689
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
14.4
-
83689
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
14.2
-
83689
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
42.3
-
83689
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
2.83
-
83689
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
4.21
-
83689
... More
j) Junction Improvements at Km 2/4.
34.82
-
83689
... More
k) Junction Improvements at Km 3/2.
22.05
-
83689
... More
n) RCC Retaining wall.
88.6
-
83689
... More
Vibrated Cement Concrete M20 (Nominal Mix) 1:1.5:3 using 40mm size ISS HBG graded metal of including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications etc., complete for footing of wing wall for Box Culvert, Footing of PCC Retaining wall.
-
-
-
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
117.6
-
5774.25
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
77.7
-
5783.84
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
191.1
-
5788.85
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
14.7
-
5733
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
14.7
-
5788
... More
m) PCC Retaining wall.
619.6
-
5790.81
... More
Vibrated Cement Concrete M20 (Nominal Mix) 1:1.5:3 using 40mm size ISS HBG graded metal of including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications etc., complete for curtain Wall, stem of wing wall & PCC Retaining wall. (below sill)
-
-
-
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
216
-
7270
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
372
-
7781.35
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
901.5
-
7868.85
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
73.8
-
7807
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
76.3
-
7863
... More
m) PCC Retaining wall.
1572.1
-
6576.14
... More
Vibrated Cement Concrete M20 (Nominal Mix) 1:1.5:3 using 40mm size ISSHBG graded metal of including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications etc., complete for Box Culvert, Stem of PCC Retaining wall and wing wall (above sill).
-
-
-
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
180
-
9248.25
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
123.3
-
9281.48
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
292.5
-
9262.85
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
22.5
-
9200
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
22.5
-
9256
... More
m) PCC Retaining wall.
1478.3
-
7955.1
... More
Supply and fixing rough stone of 75cm thickness dry packing including cost and conveyance of all materials to worksite including all other incidental charges etc., complete for flexible apron for Box Culvert.
-
-
-
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
116.1
-
1911.9
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
301.9
-
1916.18
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
23.3
-
1870.4
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
30
-
1915.5
... More
Vibrated Cement Concrete M15 (Nominal Mix) 1:2:4 using 40mm size ISS HBG graded metal of including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications etc., complete for Parapet Wall.
-
-
-
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
37
-
9938.38
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
42.8
-
8530.6
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
85.7
-
9778.53
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
6.3
-
9688
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
5.31
-
9617
... More
m) PCC Retaining wall.
49.3
-
9787.27
... More
n) RCC Retaining wall.
24.7
-
9801.16
... More
Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE wing WALLS for Box Culvert, Slab Culvert, HLB, PCC Retaining wall and RCC Retaining wall.
-
-
-
... More
b) High level Bridge @ Km 3/4
89
-
169.1
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
115.3
-
169.1
... More
d) Cross Drainage works - Box Culverts 1x1m with cushion @ Km 0/6(1), 0/10, 1/4(1), 1/10(2), 2/6, 2/10(1), 3/2(2), 3/6
358.4
-
169.1
... More
e) Cross Drainage works - Box Culverts 2x2m with cushion @ Km 1/2, 1/8, 1/10(1), 2/10(2), 3/2(1).
131.4
-
169.1
... More
f) Cross Drainage works - Box Culverts 2x2m without cushion @ Km 0/2, 0/8, 2/2, 2/4(1), 2/4(2), 2/8, 3/10, 4/2(1), 4/2(2), 4/4(1), 4/4(2), 4/4(3), 4/6
291.2
-
169.1
... More
g) Cross Drainage works - Box Culverts 2x3m with cushion @ Km 0/6(2).
22.4
-
169.1
... More
h) Cross Drainage works - Box Culverts double cell 2x2m without cushion @ Km 1/4(2).
92.8
-
169.1
... More
m) PCC Retaining wall.
1679.1
-
169.1
... More
n) RCC Retaining wall.
904.4
-
169.1
... More
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts of 2m as per SS20B, including cost of all labour, equipments and all other incidential charges such as bailing out water, sheeting, shoring, bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus earth with all leads etc., complete as per standard specifications for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
... More
b) High level Bridge @ Km 3/4
929.8
-
96.6
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
80.5
-
96.6
... More
Earthwork excavation in all classes of soil except hard rock and SDR 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 ABUTMENTS, PIERS AND WINGS.
-
-
-
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
602
-
193.2
... More
m) PCC Retaining wall.
3120.5
-
193.2
... More
n) RCC Retaining wall.
2558.4
-
193.2
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm size ISS HBG 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL.
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
375.9
-
6367
... More
Vibrated Cement Concrete of grade M20 Nominal Mix 1;1.5:3 using 40mm size ISS HBG 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 and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
131.5
-
7645
... More
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm size ISS 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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, - c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
5.7
-
10641
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
19.5
-
100
... More
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost ofcement 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 DECK SLAB.
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
50.5
-
11755
... More
Providing filter media behind the abutments and wings with clean III graded material 22.4, 11.2, 5.6 and 2.8mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
-
-
-
... More
b) High level Bridge @ Km 3/4
275.1
-
1227
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
56.75
-
1227
... More
Filling behind Abutmants and wings with borrow earth having lead 32 km including cost and conveyance of earth to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.
-
-
-
... More
b) High level Bridge @ Km 3/4
1002.9
-
639
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
158.4
-
639
... More
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
26.1
-
580
... More
Supply and fabrication of Fe 240 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 overlapping to the required length whenever 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,
-
-
-
... More
b) High level Bridge @ Km 3/4
10.2
-
83689
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
1
-
83689
... More
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
-
-
-
... More
b) High level Bridge @ Km 3/4
17.7
-
5875
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
15.1
-
5849
... More
Vibrated reinforced cement concrete M30 design mix using 20mm size ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab
-
-
-
... More
b) High level Bridge @ Km 3/4
34
-
8323
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
29.8
-
8219
... More
Vibrated cement Concrete M30 design mix using 20mm size ISS HBG graded metal including cost and conveyance of all materials to worksite and 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,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.
-
-
-
... More
b) High level Bridge @ Km 3/4
1500
-
635.2
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
182.5
-
635.2
... More
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPET OVER DECK AND WINGS.
-
-
-
... More
b) High level Bridge @ Km 3/4
10
-
9519
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
7.3
-
9279
... More
Providing and fixing of GI drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc, complete.
-
-
-
... More
b) High level Bridge @ Km 3/4
48
-
2216
... More
c) Cross Drainage works - Slab Culvert at Km 2/2 (2)
2
-
2216
... More
Dismantling the RR masonry and clearing away from the worksite and stacking the materials useful for reuse the road side as directed by the departmental officers including all labour and incidental charges etc, complete.
-
-
-
... More
j) Junction Improvements at Km 2/4.
156.7
-
221.9
... More
k) Junction Improvements at Km 3/2.
99.3
-
221.9
... More
Plain Cement Concrete of grade M15 (Nominal mix) 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain.
-
-
-
... More
j) Junction Improvements at Km 2/4.
74.3
-
5604
... More
k) Junction Improvements at Km 3/2.
47.1
-
5604
... More
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm size and below ISS HBG metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain.
-
-
-
... More
j) Junction Improvements at Km 2/4.
380.5
-
13208
... More
k) Junction Improvements at Km 3/2.
241.1
-
13210
... More
Earthwork excavation for foundation of structures in ordinary soil as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc., complete, as per MORTH specifications For FOOTING UNDER ABUTMENT,RETURNS AND PIERS.
(b) High level Bridge @ Km 3/4)
-
-
-
... More
Upto 2m Depth
1061
-
965
... More
Upto 2m-3m Depth
530.22
-
974
... More
Upto 3m-4m Depth
359.82
-
983
... More
Upto 4m-5m Depth
359.82
-
993
... More
Upto 5m-6m Depth
292.62
-
1002
... More
Upto 6m-7m Depth
272.46
-
1011
... More
Upto 7m-8m Depth
112.71
-
1020
... More
Earthwork excavation for foundation of structures in SDR as per drawings and technical specifications, including setting out, Cofferdam, working platforms, dewatering arrangement, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc., complete, as per MORTH specifications For FOOTING UNDER ABUTMENT,RETURNS AND PIERS. (SDR - Not requiring Blasting).
(b) High level Bridge @ Km 3/4)
-
-
-
... More
Upto 3m-4m Depth
170.4
-
1078
... More
Upto 4m-5m Depth
170.4
-
1087
... More
Upto 5m-6m Depth
170.4
-
1096
... More
Upto 6m-7m Depth
170.4
-
1106
... More
Earthwork excavation for foundation of structures in HARD ROCK as per drawings and technical specifications, including setting out, Cofferdam, working platforms, dewatering arrangement, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc., complete, as per MORTH specifications For FOOTING UNDER ABUTMENT,RETURNS AND PIERS. (HARD ROCK - Requiring Blasting)
(b) High level Bridge @ Km 3/4)
-
-
-
... More
Upto 2m Depth
213.09
-
2137
... More
Upto 5m-6m Depth
54.43
-
2175
... More
Upto 6m-7m Depth
20.16
-
2184
... More
Upto 7m-8m Depth
278.55
-
2193
... More
Upto 8m-9m Depth
49
-
2203
... More
Plain cement concrete of Grade M35 (design mix) with 20 mm size ISS HBG graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams cum working platform, shoring, strutting,dewatering etc; complete, as per MORTH specifications for LEVELLING COURSE.
(b) High level Bridge @ Km 3/4)
73.2
-
8923
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges such as maintaining of protective bunds, cofferdams cum working platform, shoring, strutting,dewatering etc., complete as per MORTH specifications for FOOTINGS OF ABUTMENTS AND PIERS.
(b) High level Bridge @ Km 3/4)
1256.9
-
9277
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges such as maintaining of protective bunds, cofferdams cum working platform, shoring, strutting,dewatering etc., complete as per MORTH specifications for ABUTMENT AND PIERS (SUB STRUCTURE) below Ground Level.
(b) High level Bridge @ Km 3/4)
381.3
-
10104
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges g etc., complete as per MORTH specifications for ABUTMENT (SUB STRUCTURE) - Above Ground Level upto 4.5m.
(b) High level Bridge @ Km 3/4)
151.8
-
10533
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per MORTH specifications for PIERS (SUB STRUCTURE) - Above Ground Level upto 4.5m.
(b) High level Bridge @ Km 3/4)
69.3
-
13303
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per relevant standard specifications for ABUTMENT (SUB STRUCTURE) above 4.5m.
(b) High level Bridge @ Km 3/4)
9.6
-
12719
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per relevant standard specifications for PIER (SUB STRUCTURE) above 4.5m.
(b) High level Bridge @ Km 3/4)
53.3
-
13507
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per MORTH specifications for CAPPING BEAM (SUB STRUCTURE).
(b) High level Bridge @ Km 3/4)
136.6
-
11021
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per MORTH specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS (SUB STRUCTURE).
(b) High level Bridge @ Km 3/4)
25
-
12145
... More
Vibrated Reinforced cement concrete of Grade M35 (Design mix) using 20mm size ISS HBG graded 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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and plants and incidential charges etc., complete as per MORTH specifications for PEDESTAL UNDER BEARING (SUB STRUCTURE).
(b) High level Bridge @ Km 3/4)
7.1
-
10421
... More
Supply and fixing of Elastomeric bearing of size 500x400x96mm as per IRC.83/1987 as shown in the drawing including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.
(b) High level Bridge @ Km 3/4)
672000
-
1.58
... More
Vibrated Reinforced cement concrete of design mix M35 (Design mix) using 20mm size ISS graded HBGS metal stone including cost and conveyance of all materials to site including cost of cement at site including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for T - Beam & Cross beam.
(b) High level Bridge @ Km 3/4)
499.1
-
20765
... More
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm size ISS HBG graded 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for DECK SLABS AND KERBS.
(b) High level Bridge @ Km 3/4)
613.4
-
14871
... More
Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm size ISS HBG graded 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER.
(b) High level Bridge @ Km 3/4)
258.8
-
3638
... More
Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm size ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work,labour charges mixing,transporting,laying,curing concrete, working at heights,hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for HAND RAILS AND POSTS. (b) High level Bridge @ Km 3/4)
258.8
-
1692
... More
Providing Fe-415 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
(b) High level Bridge @ Km 3/4)
693
-
605
... More
Providing and fixing High quality of PVC pipes of 160mm dia. including cost and conveyance of pipes to the site and fixing in position to proper grade and level,including all other incidental charges etc complete for providing utility services in footpath.
(b) High level Bridge @ Km 3/4)
818.2
-
399.8
... More
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials,cost of testing as per the MORT&(H)specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
(b) High level Bridge @ Km 3/4)
108.5
-
12400
... More
Vibrated Reinforced Cement Concrete of Grade M-30 design mix using 20mm size ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, 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, etc, complete as per relevant standard specification for FOOTING AND STEM OF RETAINING WALL (BELOW GROUND LEVEL).
n) RCC Retaining wall.
1176.9
-
8619.04
... More
Vibrated Reinforced Cement Concrete of Grade M-30 design mix using 20mm size ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, 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, etc, complete as per relevant standard specification for STEM OF RETAINING WALL (ABOVE GROUND LEVEL).
n) RCC Retaining wall.
787.8
-
11183.04
... More
Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Footing of toe wall.
(a) Road Work Km 0/0-4/582.
42.75
-
5777
... More
Vibrated Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Stem of toe wall. (a) Road Work Km 0/0-4/582.
128.3
-
9259
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
-
363546249.56
... More
GST 12% for above SubTotal Amount
1
-
43625549.95
... More
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