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 Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,56,66,000
Costs
EMD
₹ 2,88,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406791_1Bid Award Id
ViewTender No
TN.No.36/SI.No.29/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Picking the existing BT surface upto 50mm depth 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 of the work and including all other incidental charges etc complete as per standard specifications (Specification Number as per MORT&H Rev.V 202 )
-
-
-
Road A
4357
86573
19.87
Road B
2489
49456
19.87
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Road A
3268
5832072
1784.6
Road B
1866
3301345
1769.21
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)
-
-
-
Road A
13072
986282
75.45
Road B
7461
563007
75.46
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
-
-
-
Road A
13072
221570
16.95
Road B
7461
126538
16.96
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
-
-
-
Road A
654
5142572
7863.26
Road B
374
2933925
7844.72
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)
-
-
-
Road A
393
3999042
10175.68
Road B
224
2322532
10368.45
Carted earth including cost and conveyance an average lead of 3km to worksite and stackong them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side Berms in accordance with standard Specifications as per MORT&H Vth Rev., 111, 112 304&305.
-
-
-
Road A
3595
747867
208.03
Road B
2364
491782
208.03
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
13
3328
256
Road B
9
2304
256
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
3
2718
906
Road B
2
1812
906
Providing and Fixing Scheme Board Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For sign having area more than 0.9sq.m) Type-IV
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
SUB ESTIMATE - Box Culvert
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
127
34810
274.1
Road A - Single Cell 2x2 at Km 0/4.
79
21653
274.1
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
158
43307
274.1
Road A - Single Cell 2x2 at Km 2/0.
79
21653
274.1
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
158
43307
274.1
Road A - Double Cell 2x2 at Km 3/0.
127
34810
274.1
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
158
43307
274.1
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
158
43307
274.1
Road B - Double Cell 2x2 at Km 0/2.
127
34810
274.1
Road B - Double Cell 2x2 at Km 1/4.
127
34810
274.1
Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
9
51883
5764.78
Road A - Single Cell 2x2 at Km 0/4.
5
28823
5764.78
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
10
57782
5778.23
Road A - Single Cell 2x2 at Km 2/0.
5
28958
5791.67
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
10
58051
5805.12
Road A - Double Cell 2x2 at Km 3/0.
9
52246
5805.12
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
10
57647
5764.78
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
10
57490
5749.05
Road B - Double Cell 2x2 at Km 0/2.
9
51741
5749.05
Road B - Double Cell 2x2 at Km 1/4.
9
51883
5764.78
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Footing of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/4.
8
47587
5948.49
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
16
95391
5961.94
Road A - Single Cell 2x2 at Km 2/0.
8
47803
5975.38
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
16
95821
5988.83
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
16
95175
5948.49
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
16
94913
5932.1
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
53
422767
7976.74
Road A - Single Cell 2x2 at Km 0/4.
27
221932
8219.73
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
54
444591
8233.18
Road A - Single Cell 2x2 at Km 2/0.
27
222658
8246.62
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
54
446043
8260.07
Road A - Double Cell 2x2 at Km 3/0.
53
424905
8017.08
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
54
443865
8219.73
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
54
443016
8204
Road B - Double Cell 2x2 at Km 0/2.
53
421933
7961.01
Road B - Double Cell 2x2 at Km 1/4.
53
422767
7976.74
Vibrated Reinforced Cement concrete in M25 using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
57
615240
10793.7
Road A - Single Cell 2x2 at Km 0/4.
32
365729
11429.04
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
64
732319
11442.49
Road A - Single Cell 2x2 at Km 2/0.
32
366589
11455.93
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
64
734040
11469.38
Road A - Double Cell 2x2 at Km 3/0.
57
617540
10834.04
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
64
731458
11429.04
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
64
730451
11413.31
Road B - Double Cell 2x2 at Km 0/2.
57
614344
10777.97
Road B - Double Cell 2x2 at Km 1/4.
57
615240
10793.7
Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
3.5
331814
94804.27
Road A - Single Cell 2x2 at Km 0/4.
2.1
199088
94804.27
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
4.2
398177
94804.27
Road A - Single Cell 2x2 at Km 2/0.
2.1
199088
94804.27
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
4.2
398177
94804.27
Road A - Double Cell 2x2 at Km 3/0.
3.5
331814
94804.27
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
4.2
398177
94804.27
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
4.2
398177
94804.27
Road B - Double Cell 2x2 at Km 0/2.
3.5
331814
94804.27
Road B - Double Cell 2x2 at Km 1/4.
3.5
331814
94804.27
Vibrated cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
34
23443
689.5
Road A - Single Cell 2x2 at Km 0/4.
18
12411
689.5
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
35
24168
690.53
Road A - Single Cell 2x2 at Km 2/0.
18
12447
691.55
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
35
24240
692.58
Road A - Double Cell 2x2 at Km 3/0.
34
23547
692.58
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
35
24132
689.5
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
35
24090
688.3
Road B - Double Cell 2x2 at Km 0/2.
34
23402
688.3
Road B - Double Cell 2x2 at Km 1/4.
34
23443
689.5
Dismantling the the existing RR masonry in the existing Culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(Specification No.111,112,202.)
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
25
6435
257.4
Road A - Single Cell 2x2 at Km 0/4.
13
3346
257.4
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
26
6692
257.4
Road A - Single Cell 2x2 at Km 2/0.
13
3346
257.4
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
26
6692
257.4
Road A - Double Cell 2x2 at Km 3/0.
25
6435
257.4
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
26
6692
257.4
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
26
6692
257.4
Road B - Double Cell 2x2 at Km 0/2.
25
6435
257.4
Road B - Double Cell 2x2 at Km 1/4.
25
6435
257.4
Dismantling the the existing Plain Cement concrete in the existing Pipe Culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. (Specification No.111,112,202.)
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
23
10166
442
Road A - Double Cell 2x2 at Km 3/0.
23
10166
442
Road B - Double Cell 2x2 at Km 0/2.
23
10166
442
Road B - Double Cell 2x2 at Km 1/4.
23
10166
442
Carted earth with lead of 12 km including cost of Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. for Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
215
44726
208.03
Road A - Single Cell 2x2 at Km 0/4.
103
21427
208.03
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
206
42854
208.03
Road A - Single Cell 2x2 at Km 2/0.
103
21427
208.03
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
206
42854
208.03
Road A - Double Cell 2x2 at Km 3/0.
215
44726
208.03
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
206
42854
208.03
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
206
42854
208.03
Road B - Double Cell 2x2 at Km 0/2.
215
44726
208.03
Road B - Double Cell 2x2 at Km 1/4.
215
44726
208.03
Construction of Granular Sub-Base Grade V of 200mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
23
33962
1476.65
Road A - Single Cell 2x2 at Km 0/4.
17
25103
1476.65
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
34
50206
1476.65
Road A - Single Cell 2x2 at Km 2/0.
17
25103
1476.65
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
34
50206
1476.65
Road A - Double Cell 2x2 at Km 3/0.
23
33962
1476.65
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
34
48354
1422.19
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
34
48354
1422.19
Road B - Double Cell 2x2 at Km 0/2.
23
32710
1422.19
Road B - Double Cell 2x2 at Km 1/4.
23
32710
1422.19
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 200mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900) for Diversion road.
-
-
-
Road A - Double Cell 2x2 at Km 0/2.
23
41045
1784.6
Road A - Single Cell 2x2 at Km 0/4.
17
30338
1784.6
Road A - Single Cell 2x2 at Km 1/2 & Km1/6.
34
60676
1784.6
Road A - Single Cell 2x2 at Km 2/0.
17
30338
1784.6
Road A - Single Cell 2x2 at Km 2/8(i) & (ii).
34
60676
1784.6
Road A - Double Cell 2x2 at Km 3/0.
23
41045
1784.6
Road B - Single Cell 2x2 at Km 1/2(i) & (ii).
34
60153
1769.21
Road B - Single Cell 2x2 at Km 0/6, Km 1/0.
34
60153
1769.21
Road B - Double Cell 2x2 at Km 0/2.
23
40691
1769.21
Road B - Double Cell 2x2 at Km 1/4.
23
40691
1769.21
SUB ESTIMATE - PCC Retaining wall
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Km 1/6.
105
26470
252.1
Road B - Km 1/8.
261
65798
252.1
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Footing of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 1/6.
27
160972
5961.94
Road B - Km 1/8.
66
392600
5948.49
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Stem of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 1/6.
93
748590
8049.36
Road B - Km 1/8.
232
1856218
8000.94
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.00m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc., complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
Road A - Km 1/6.
47
8342
177.5
Road B - Km 1/8.
60
10650
177.5
SUB ESTIMATE - PCC Parapet wall
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road B - km 0/6
14
139686
9977.6
SUB ESTIMATE - Wearing Coat
Vibrated cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road B - Km 1/4.
925
637787
689.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
47174397.94
GST 18% for above SubTotal Amount
1
8491391
8491391.63
Total in Figures (SubTotal + GST)
-
55665789
-
Evaluation Notes How It Works ?
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