Highways Department Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Dec 2023
Closing Date23 Jan 2024
Tender Amount₹ 20,08,60,000
Costs
EMD
₹ 10,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-120 Nagapattinam H, Candm Subdivision
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_HWAY_402464_1Bid Award Id
ViewTender No
TN.NO.56/2023-2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing and laying embankment with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900
-
-
-
Main work
34143.37
11890087
348.24
Providing and laying sub grade with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900
-
-
-
Main work
22615.07
7875471
348.24
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
Main work
7158.66
20239751
2827.31
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
Main work
4234.77
12412110
2931
Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 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 of MORTH Rev-5
-
-
-
Main work
8275.96
26662660
3221.7
Providing and laying Prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS-1) 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 502 of MORTH Rev-5
-
-
-
Main work
32743.78
2501297
76.39
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (RS-1) 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
-
-
-
Main work
32743.78
566794
17.31
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 503 & 900
-
-
-
Main work Km
713.04
14082
19.75
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with 9m paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II) as per MORTH No. 111, 112, 501, 505 & 900
-
-
-
Main work
2128.35
24693074
11601.98
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II
-
-
-
Main work
982.32
12214687
12434.53
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -I
-
-
-
Main work
35.66
424433
11902.22
Providing Conveyed Earth for making up of low berms using the suitable Earth having CBR not less than 8 from the available source at the risk of contractor including all required charges for materials and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction as per MORTH Vth Rev., 111, 112 & 201 for berms
-
-
-
Main work
2624.96
2956544
1126.32
Construction of Cement concrete Kerb made of M 20 concrete of size 165 mm to 150 mm width in top 100 mm height and uniform width of 165 mm for the bottom 225 mm height and embeded in Ground as shown in drawing and including rendering the road side face and painting two coats with quality paint complying with standard specification as directed by the Engineer as per MoRTH 408.
-
-
-
Main work
600
298902
498.17
Filling in between kerb using Carted Earth in layers, not exceeding limits including watering consolidation including all labour charges and incidental charges etc., complete as directed by the Engineer as per MORTH Vth Rev.111, 112, 301, 304, 305, 2907.
-
-
-
Main work
52.2
16563
317.3
JUNCTION IMPROVEMENTS
-
-
-
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 a) box cutting & Embankment
-
-
-
At junction Km 0/0 - 0/100
324.09
36314
112.05
At junction Km 2/450 - 2/500
436.73
48935
112.05
Providing and laying embankment with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900
-
-
-
At junction Km 0/0 - 0/100
104.41
33946
325.13
At junction Km 2/450 - 2/500
344.67
120027
348.24
Providing and laying sub grade with suitable Earth having CBR not less than 5 from the available source at the risk of contractor including all required charges for materials at site including spreading the earth in layers not exceeding the limit as specified in the MORT&H Vth revision specification No.305 and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for formation embankment. MORT&H Vth Rev. 111, 112, 201, 304, 305, 900
-
-
-
At junction Km 0/0 - 0/100
407.07
132350
325.13
At junction Km 2/450 - 2/500
327.7
114118
348.24
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
At junction Km 0/0 - 0/100
326.14
919228
2818.51
At junction Km 2/450 - 2/500
108.14
305745
2827.31
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base 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 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900.
-
-
-
At junction Km 0/0 - 0/100
197.68
577660
2922.2
At junction Km 2/450 - 2/500
65.54
192097
2931
Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 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 of MORTH Rev-5
-
-
-
At junction Km 0/0 - 0/100
494.17
1592067
3221.7
At junction Km 2/450 - 2/500
163.86
527907
3221.7
Providing and laying Prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS-1) 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 502 of MORTH Rev-5
-
-
-
At junction Km 0/0 - 0/100
1976.61
150993
76.39
At junction Km 2/450 - 2/500
655.38
50071
76.4
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (RS-1) 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
-
-
-
At junction Km 0/0 - 0/100
1976.61
34215
17.31
At junction Km 2/450 - 2/500
655.38
11344
17.31
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the hot mix plant, transporting the mix to the worksite, laying with 9m paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II) as per MORTH No. 111, 112, 501, 505 & 900
-
-
-
At junction Km 0/0 - 0/100
128.48
1490622
11601.98
At junction Km 2/450 - 2/500
42.6
494244
11601.98
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a 9m paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading -II
-
-
-
At junction Km 0/0 - 0/100
59.3
737367
12434.53
At junction Km 2/450 - 2/500
19.67
244587
12434.53
Providing Conveyed Earth for making up of low berms using suitable Earth having CBR not less than 8 from the available source at the risk of contractor including all required charges for materials and as directed by the Engineer in charge & the work including watering consolidation by power / Vibratory roller etc., complete required compaction for as per MORTH Vth Rev., 111, 112 & 201 for berms
-
-
-
At junction Km 0/0 - 0/100
205.22
227933
1110.68
At junction Km 2/450 - 2/500
66.5
75420
1134.14
Construction of Cement concrete Kerb made of M 20 concrete of size 165 mm to 150 mm width in top 100 mm height and uniform width of 165 mm for the bottom 225 mm height and embeded in Ground as shown in drawing and including rendering the road side face and painting two coats with quality paint complying with standard specification as directed by the Engineer as per MoRTH 408.
-
-
-
At junction Km 0/0 - 0/100
138
68570
496.89
Filling in between kerb using Carted Earth in layers, not exceeding limits including watering consolidation including all labour charges and incidental charges etc., complete as directed by the Engineer as per MORTH Vth Rev.111, 112, 301, 304, 305, 2907.
-
-
-
At junction Km 0/0 - 0/100
23.61
7021
297.38
CULVERTS
-
-
-
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
a)Dismantling brick masonry in cement mortar
-
-
-
Pappakoil - Karunganni Road Km 0/6 (i)
6.17
1588
257.4
Pappakoil - Karunganni Road Km 0/6 (ii)
8.05
2072
257.4
Pappakoil - Karunganni Road Km 0/8 (ii)
8.05
2072
257.4
Pappakoil - Karunganni Road Km 0/10
8.05
2072
257.4
Pappakoil - Karunganni Road Km 1/4 (i)
6.58
1693
257.4
Pappakoil - Karunganni Road Km 1/4 (ii)
6.58
1693
257.4
Medical College Link Road Km 1/2 (i)
8.05
2072
257.4
Medical College Link Road Km 1/2 (ii)
8.05
2072
257.4
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
b)Dismantling Plain cement concrete
-
-
-
Pappakoil - Karunganni Road Km 0/6 (i)
5.55
2453
442
Pappakoil - Karunganni Road Km 0/6 (ii)
2.93
1295
442
Pappakoil - Karunganni Road Km 0/8 (ii)
3.15
1392
442
Pappakoil - Karunganni Road Km 0/10
3.04
1343
442
Pappakoil - Karunganni Road Km 1/2
37.06
16380
442
Pappakoil - Karunganni Road Km 1/4 (i)
2.71
1197
442
Pappakoil - Karunganni Road Km 1/4 (ii)
2.71
1197
442
Medical College Link Road Km 1/2 (i)
3.04
1343
442
Medical College Link Road Km 1/2 (ii)
3.04
1343
442
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
c)Dismantling Reinforecement concrete work
-
-
-
Pappakoil - Karunganni Road Km 1/2
24.25
94987
3917
Earth work 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for Narrow foundation of Body wall , box culvert as per MORTH Vth Rev., 304.
-
-
-
Pappakoil - Karunganni Road Km 0/2
277
72864
263.05
Pappakoil - Karunganni Road Km 0/4
277
72864
263.05
Pappakoil - Karunganni Road Km 0/6 (i)
361.45
95079
263.05
Pappakoil - Karunganni Road Km 0/6 (ii)
172.49
45373
263.05
Pappakoil - Karunganni Road Km 0/8 (i)
277
72864
263.05
Pappakoil - Karunganni Road Km 0/8 (ii)
177.7
46743
263.05
Pappakoil - Karunganni Road Km 0/10
175.1
46060
263.05
Pappakoil - Karunganni Road Km 1/2
252.75
66485
263.05
Pappakoil - Karunganni Road Km 1/4 (i)
172.49
45373
263.05
Pappakoil - Karunganni Road Km 1/4 (ii)
200.54
52752
263.05
Pappakoil - Karunganni Road Km 1/6
277
72864
263.05
Medical College Link Road Km 0/2
277
72864
263.05
Medical College Link Road Km 0/4
277
72864
263.05
Medical College Link Road Km 0/6 (i)
277
72864
263.05
Medical College Link Road Km 0/6 (ii)
277
72864
263.05
Medical College Link Road Km 0/8 (i)
277
72864
263.05
Medical College Link Road Km 0/8 (ii)
277
72864
263.05
Medical College Link Road Km 0/10
277
72864
263.05
Medical College Link Road Km 1/2 (i)
175.1
46060
263.05
Medical College Link Road Km 1/2 (ii)
175.1
46060
263.05
Plain Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 BELOW Box Culvert and Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.
-
-
-
Pappakoil - Karunganni Road Km 0/2
13.21
94414
7147.19
Pappakoil - Karunganni Road Km 0/4
13.21
94414
7147.19
Pappakoil - Karunganni Road Km 0/6 (i)
20.16
144087
7147.19
Pappakoil - Karunganni Road Km 0/6 (ii)
13.21
94414
7147.19
Pappakoil - Karunganni Road Km 0/8 (i)
13.21
94454
7150.22
Pappakoil - Karunganni Road Km 0/8 (ii)
13.21
94454
7150.22
Pappakoil - Karunganni Road Km 0/10
13.21
94454
7150.22
Pappakoil - Karunganni Road Km 1/2
13.21
94534
7156.29
Pappakoil - Karunganni Road Km 1/4 (i)
13.21
94534
7156.29
Pappakoil - Karunganni Road Km 1/4 (ii)
16.63
119009
7156.29
Pappakoil - Karunganni Road Km 1/6
13.21
94534
7156.29
Medical College Link Road Km 0/2
13.21
94574
7159.32
Medical College Link Road Km 0/4
13.21
94574
7159.32
Medical College Link Road Km 0/6 (i)
13.21
94654
7165.39
Medical College Link Road Km 0/6 (ii)
13.21
94654
7165.39
Medical College Link Road Km 0/8 (i)
13.21
94654
7165.39
Medical College Link Road Km 0/8 (ii)
13.21
94654
7165.39
Medical College Link Road Km 0/10
13.21
94654
7165.39
Medical College Link Road Km 1/2 (i)
13.21
94694
7168.42
Medical College Link Road Km 1/2 (ii)
13.21
94694
7168.42
Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite using M sand including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for - Wing wall and Parapet wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
Pappakoil - Karunganni Road Km 0/2
66.94
586308
8758.71
Pappakoil - Karunganni Road Km 0/4
66.94
586308
8758.71
Pappakoil - Karunganni Road Km 0/6 (i)
138.49
1176299
8493.75
Pappakoil - Karunganni Road Km 0/6 (ii)
66.94
586308
8758.71
Pappakoil - Karunganni Road Km 0/8 (i)
66.94
586511
8761.75
Pappakoil - Karunganni Road Km 0/8 (ii)
66.94
586511
8761.75
Pappakoil - Karunganni Road Km 0/10
66.94
586511
8761.75
Pappakoil - Karunganni Road Km 1/2
66.94
586917
8767.81
Pappakoil - Karunganni Road Km 1/4 (i)
66.94
586917
8767.81
Pappakoil - Karunganni Road Km 1/4 (ii)
66.94
586917
8767.81
Pappakoil - Karunganni Road Km 1/6
66.94
586917
8767.81
Medical College Link Road Km 0/2
66.94
587120
8770.84
Medical College Link Road Km 0/4
66.94
587120
8770.84
Medical College Link Road Km 0/6 (i)
66.94
587526
8776.91
Medical College Link Road Km 0/6 (ii)
66.94
587526
8776.91
Medical College Link Road Km 0/8 (i)
66.94
587526
8776.91
Medical College Link Road Km 0/8 (ii)
66.94
587526
8776.91
Medical College Link Road Km 0/10
66.94
587526
8776.91
Medical College Link Road Km 1/2 (i)
66.94
587729
8779.94
Medical College Link Road Km 1/2 (ii)
66.94
587729
8779.94
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal using with M Sand, 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 as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100
-
-
-
Pappakoil - Karunganni Road Km 0/2
53.51
686428
12828.04
Pappakoil - Karunganni Road Km 0/4
53.51
686428
12828.04
Pappakoil - Karunganni Road Km 0/6 (i)
97.72
1192678
12205.06
Pappakoil - Karunganni Road Km 0/6 (ii)
53.51
686428
12828.04
Pappakoil - Karunganni Road Km 0/8 (i)
53.51
686590
12831.07
Pappakoil - Karunganni Road Km 0/8 (ii)
53.51
686590
12831.07
Pappakoil - Karunganni Road Km 0/10
53.51
686590
12831.07
Pappakoil - Karunganni Road Km 1/2
53.51
686915
12837.14
Pappakoil - Karunganni Road Km 1/4 (i)
53.51
686915
12837.14
Pappakoil - Karunganni Road Km 1/4 (ii)
74.65
957640
12828.41
Pappakoil - Karunganni Road Km 1/6
53.51
686915
12837.14
Medical College Link Road Km 0/2
53.51
687077
12840.17
Medical College Link Road Km 0/4
53.51
687077
12840.17
Medical College Link Road Km 0/6 (i)
53.51
687402
12846.24
Medical College Link Road Km 0/6 (ii)
53.51
687402
12846.24
Medical College Link Road Km 0/8 (i)
53.51
687402
12846.24
Medical College Link Road Km 0/8 (ii)
53.51
687402
12846.24
Medical College Link Road Km 0/10
53.51
687402
12846.24
Medical College Link Road Km 1/2 (i)
53.51
687564
12849.27
Medical College Link Road Km 1/2 (ii)
53.51
687564
12849.27
Supply and fabrication of (HYSD) Steel Grade (as per steel schedule) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
Pappakoil - Karunganni Road Km 0/2
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 0/4
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 0/6 (i)
6.14
582098
94804.27
Pappakoil - Karunganni Road Km 0/6 (ii)
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 0/8 (i)
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 0/8 (ii)
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 0/10
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 1/2
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 1/4 (i)
3.6
341295
94804.27
Pappakoil - Karunganni Road Km 1/4 (ii)
5.04
477813
94804.27
Pappakoil - Karunganni Road Km 1/6
3.6
341295
94804.27
Medical College Link Road Km 0/2
3.6
341295
94804.27
Medical College Link Road Km 0/4
3.6
341295
94804.27
Medical College Link Road Km 0/6 (i)
3.6
341295
94804.27
Medical College Link Road Km 0/6 (ii)
3.6
341295
94804.27
Medical College Link Road Km 0/8 (i)
3.6
341295
94804.27
Medical College Link Road Km 0/8 (ii)
3.6
341295
94804.27
Medical College Link Road Km 0/10
3.6
341295
94804.27
Medical College Link Road Km 1/2 (i)
3.6
341295
94804.27
Medical College Link Road Km 1/2 (ii)
3.6
341295
94804.27
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
-
-
-
Pappakoil - Karunganni Road Km 0/2
23.21
4713
203.1
Pappakoil - Karunganni Road Km 0/4
23.21
4713
203.1
Pappakoil - Karunganni Road Km 0/6 (i)
65.66
13335
203.1
Pappakoil - Karunganni Road Km 0/6 (ii)
23.21
4713
203.1
Pappakoil - Karunganni Road Km 0/8 (i)
23.21
4713
203.1
Pappakoil - Karunganni Road Km 0/8 (ii)
23.21
4713
203.1
Pappakoil - Karunganni Road Km 0/10
23.21
4713
203.1
Pappakoil - Karunganni Road Km 1/2
23.21
4713
203.1
Pappakoil - Karunganni Road Km 1/4 (i)
23.21
4713
203.1
Pappakoil - Karunganni Road Km 1/4 (ii)
23.21
4713
203.1
Pappakoil - Karunganni Road Km 1/6
23.21
4713
203.1
Medical College Link Road Km 0/2
23.21
4713
203.1
Medical College Link Road Km 0/4
23.21
4713
203.1
Medical College Link Road Km 0/6 (i)
23.21
4713
203.1
Medical College Link Road Km 0/6 (ii)
23.21
4713
203.1
Medical College Link Road Km 0/8 (i)
23.21
4713
203.1
Medical College Link Road Km 0/8 (ii)
23.21
4713
203.1
Medical College Link Road Km 0/10
23.21
4713
203.1
Medical College Link Road Km 1/2 (i)
23.21
4713
203.1
Medical College Link Road Km 1/2 (ii)
23.21
4713
203.1
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
170217778
Add GST at 18%
1
-
30639200
Total Value put to Tender
1
-
200856978
Quoted Percentage
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Contract Value of put to tender as per Estimate
-
200856978
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements