Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 5,14,70,000
Costs
EMD
₹ 2,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_500692_3Tender No
TN.NO.50/2024-25 TCTender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Earth work 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 for widening portion
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-
-
Main work Km 0/8-1/6
463.75
123
57161.83
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 EARTH Compactor 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.
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-
-
Main work Km 0/8-1/6
330.55
1959
647696.2
Construction of granular sub-base by providing close graded Material, (Table:- 400-1) 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 soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
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-
-
Main work Km 0/8-1/6
140.66
2049
288230.63
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, 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 soil compactor 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
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-
-
Main work Km 0/8-1/6
786.8
2237
1760575.15
Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 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 perClause 502 of MORTH Rev-5
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-
-
Main work Km 0/8-1/6
4307.6
81
351844.77
Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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
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-
-
Main work Km 0/8-1/6
4307.6
18
81155.18
Tack Coat over Cement Concrete Surface
Providing and laying Tack Coat over Cement Concrete surface using Pressure Distributor at the rate of 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
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-
-
Main work Km 0/8-1/6
126
21
2686.32
BM (Grade-II) Thick Using VG30
Providing, laying required 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 50mm thick 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 required thickness 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
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-
-
Main work Km 0/8-1/6
279.99
8563
2397593.57
BC 30mm Thick (Grade-II) Using VG30 Bitumen
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 of 40mm thick 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 required 30mm thickness of 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
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-
-
Main work Km 0/8-1/6
129.23
10829
1399509.21
BC 50mm Thick (Grade - I) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH.
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-
-
Main work Km 0/8-1/6
6.3
10316
64992.94
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
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-
-
Main work Km 0/8-1/6
105.81
26
2820.89
BOX CULVERTS
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-
-
Dismantling Culverts, bridges and other structuresDismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a)Dismantling Plain Cement Concrete MORTH 111 112 202
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
41.88
486
20362.06
Box culvert at km 0/10 (ii) & 1/4 (i)
27.93
486
13579.57
Box culvert at km 1/4 (ii) (iii) & 1/6
41.88
486
20362.06
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.
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
384.3
289
111204.89
Box culvert at km 0/10 (ii) & 1/4 (i)
379
289
109671.23
Box culvert at km 1/4 (ii) (iii) & 1/6
438.41
289
126862.7
Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with River 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.
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
25.51
6215
158559.45
Box culvert at km 0/10 (ii) & 1/4 (i)
20.21
6215
125616.87
Box culvert at km 1/4 (ii) (iii) & 1/6
28.52
6211
177157.11
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
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
75.29
11891
895336.63
Box culvert at km 0/10 (ii) & 1/4 (i)
55.24
12288
678802.93
Box culvert at km 1/4 (ii) (iii) & 1/6
75.29
11887
895043
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
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
5.5
95609
525755.38
Box culvert at km 0/10 (ii) & 1/4 (i)
3.86
95609
369434.22
Box culvert at km 1/4 (ii) (iii) & 1/6
5.5
95609
525755.38
Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal using with M Sand, including cost and conveyance of all materials from approved quarry to worksite 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 Parapet & Wing wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
111.48
8685
968299.67
Box culvert at km 0/10 (ii) & 1/4 (i)
124.35
8458
1051844.32
Box culvert at km 1/4 (ii) (iii) & 1/6
140.86
8610
1212865.17
Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.
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-
-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
18.53
340
6309.84
Box culvert at km 0/10 (ii) & 1/4 (i)
19.83
340
6752.51
Box culvert at km 1/4 (ii) (iii) & 1/6
18.53
340
6309.84
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead average of 5 Km 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance for 5 Km Lead
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-
-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
1212.07
238
288496.9
Box culvert at km 0/10 (ii) & 1/4 (i)
808.05
238
192332.06
Box culvert at km 1/4 (ii) (iii) & 1/6
1212.07
238
288496.9
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
37.5
4276
160380
Box culvert at km 0/10 (ii) & 1/4 (i)
25
4276
106920
Box culvert at km 1/4 (ii) (iii) & 1/6
37.5
4276
160380
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion
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-
-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
37.5
266
9982.5
Box culvert at km 0/10 (ii) & 1/4 (i)
25
266
6655
Box culvert at km 1/4 (ii) (iii) & 1/6
37.5
266
9982.5
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 EARTH Compactor 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.
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-
Box culvert at km 0/10 (i) & 1/2 (i) (ii)
133.88
1959
262331.17
Box culvert at km 0/10 (ii) & 1/4 (i)
89.25
1959
174880.91
Box culvert at km 1/4 (ii) (iii) & 1/6
133.88
1959
262331.17
Protective wall
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-
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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Protective wall foundation.
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-
Protective wall at km 0/10
382.38
166
63517.14
Protective wall at km 1/2
384.56
166
63879.26
Protective wall at km 1/4
349.6
166
58072.06
Protective wall at km 1/6
764.76
166
127034.28
Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and using M-Sand 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 FOUNDATION..
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-
-
Protective wall at km 0/10
60.38
6215
375296.72
Protective wall at km 1/2
60.72
6215
377410.02
Protective wall at km 1/4
55.2
6211
342884.74
Protective wall at km 1/6
120.76
6203
749180.55
Vibrated Reinforced Cement Concrete of grade M30 (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 Below sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100
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-
-
Protective wall at km 0/10
143.85
10780
1550799.38
Protective wall at km 1/2
144.67
10780
1559639.53
Protective wall at km 1/4
131.52
10776
1417359.48
Protective wall at km 1/6
287.7
10768
3098229.79
Vibrated Reinforced Cement Concrete of grade M30 (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 Above sill as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100
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-
-
Protective wall at km 0/10
85
15606
1326560.15
Protective wall at km 1/2
85.48
15606
1334051.31
Protective wall at km 1/4
77.71
15602
1212484.26
Protective wall at km 1/6
169.99
15594
2650973.65
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall / protective 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
-
-
-
Protective wall at km 0/10
69.6
192
13398
Protective wall at km 1/2
70
192
13475
Protective wall at km 1/4
63.6
192
12243
Protective wall at km 1/6
139.6
192
26873
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
-
-
-
Protective wall at km 0/10
20.13
95609
1924136.56
Protective wall at km 1/2
20.24
95609
1935131.62
Protective wall at km 1/4
18.4
95609
1759210.57
Protective wall at km 1/6
40.25
95609
3848273.12
Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms.
-
-
-
Protective wall at km 0/10
254.92
26
6796.17
Protective wall at km 1/2
256.37
26
6834.82
Protective wall at km 1/4
233.07
26
6213.65
Protective wall at km 1/6
509.84
26
13592.33
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with and average lead of 5 km 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, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification. For Carted Earth with compaction for Filling With Conveyance Of 5 Kms Lead
-
-
-
Protective wall at km 0/10
150.82
238
35898.18
Protective wall at km 1/2
186.88
238
44481.18
Protective wall at km 1/4
169.89
238
40437.22
Protective wall at km 1/6
372.29
238
88612.47
Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal using with M Sand, including cost and conveyance of all materials from approved quarry to worksite 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 Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100
-
-
-
Protective wall at km 0/10
6.8
13862
94264.25
Protective wall at km 1/2
6.8
13862
94264.25
Protective wall at km 1/4
6.16
13849
85313.23
Protective wall at km 1/6
16.2
13841
224236.35
Providing and fixing PVC EXPANSION JOINT in retaining/Protective Wall in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
-
-
-
Protective wall at km 0/10
9
653
5880.6
Protective wall at km 1/2
9
653
5880.6
Protective wall at km 1/4
7.5
653
4900.5
Protective wall at km 1/6
16.5
653
10781.1
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
-
Basic cost of value put to tender as per estimate
1
43612940
-
Add GST at 18%
1
7850329
-
Total Value put to Tender
1
51463269
-
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
43612940
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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