Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 4,69,90,000
Costs
EMD
₹ 2,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-110 Pudukkottai (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_494205_1Tender No
TN.No.43 / 2024-2025Tender 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
Road B
151.67
21
3312.47
Milling the existing BT surface 50 to 70mm depth Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine,including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all otherincidental charges etc. complete as per the direction of the departmental officers
-
-
-
Road E
3302
86
284896.56
Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44.00kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900. (For Patch Works)
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-
-
Road C
9.06
3719
33702.66
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias 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 Box Cutting for Widening portion. as per MORT&H Rev.V Specifications No.100,111,112,304,305
-
-
-
Road D
1080.81
123
133220.64
Road E
1057.16
123
130305.54
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 soil 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.
-
-
-
Road D
321.14
2275
730664.15
Road E
407.68
2182
889892.06
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 soil compactor 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.
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-
-
Road D
160.57
2365
379775.35
Road E
233.73
2272
531214.53
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 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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-
-
Road A
56
2277
127542.8
Road B
45.5
2277
103628.53
Road D
401.42
2277
914254.12
Road E
740.32
2277
1686115.82
Providing and laying Prime coat over WMM surface using pressure distributor 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
-
-
-
Road A
560
80
44856
Road B
455
80
36450.05
Road D
1605.7
80
128632.63
Road E
3801.26
80
304518.94
Providing and laying Tack coat over WMM surface (treated with primer) using pressure distributor 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
-
-
-
Road A
560
18
10259.2
Road B
455
18
8340.15
Road D
1605.7
18
29432.48
Road E
3801.26
18
69677.1
Providing and laying Tack Coat over Existing BT surface using pressure distributor 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
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-
-
Road A
27440
26
731550.4
Road B
2262.25
26
60311.59
Road C
4334.45
26
115556.44
Road D
5506
26
146789.96
Road E
1742
26
46441.72
BM (Grade-II) 50mm Thick using VG30 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 of 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 of 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
-
-
-
Road A
269.5
8364
2254351.33
Road B
22.75
8364
190302.39
Road C
44.75
8364
374331.07
Road D
387.02
8364
3237399.08
DBM (Grade-II) 50mm Thick Using VG40 Providing, laying 50mm consolidated 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 and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm of 50 mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniformthickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Road E
21.73
9929
215757.17
DBM (Grade-I) 85mm Thick Using VG40 Bitumen Providing, laying 85mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metalwith 71.30kgs of VG40 grade bitumen for premixing per 10sqm 75mm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in therequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 85mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
-
-
-
Road E
286.17
9200
2632938.56
BC (Grade-II) 30mm Thick using VG30 - Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm of 30mm 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 30mm 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
-
-
-
Road A
840
10505
8824536
Road B
67.87
10505
713001.5
Road C
130.04
10505
1366122.22
Road D
213.35
10505
2241327.09
BC (Grade-II) 40mm Thick using VG40 - Providing and laying Bituminous Concrete to 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 VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to
paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Road E
221.73
10740
2381475.54
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with at lead of 5KM 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 making up of low berms with conveyance s with conveyance for 5 Km Lead (For making up of side berms).
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-
-
Road A
816
238
194224.32
Road B
58
238
13805.16
Road C
222.6
238
52983.25
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers.
-
-
-
Road D
298.17
26
7949.21
Road E
72
26
1919.52
RECONSTRUCTION OF CULVERT
-
-
-
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 Stone masonry in cement mortar MORTH 111 112 202
-
-
-
Road D
13.53
283
3830.88
Road E
31.53
283
8927.4
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 foundation of Body wall/ box culvert as per MORTH Vth Rev., 304.
-
-
-
Road D
239.91
289
69422.76
Road E
163.96
289
47445.11
Cement Concrete of grade M15 nominal mix 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.
-
-
-
Road D
7.22
6124
44218.89
Road E
5.9
6081
35883.45
Vibrated Cement Concrete M20 grade 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 as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall
-
-
-
Road D
4.22
6313
26643.73
Road E
3.37
6271
21133.71
Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
-
-
-
Road D
46.47
12254
569479.63
Road E
36.76
12188
448033.09
Vibrated Reinforced Cement concrete M30 (Design Mix) using HBG graded ISS metal and using M.sand including cost and conveyance of all materials to worksite,but excluding cost conveyance and fabrication of steel but including cost and labour charges for compacting,curing,including all incidental charges etc.,complete for Wearing coat of 75mm uniform thickness over Deck slab.
-
-
-
Road D
28.86
670
19344.86
Road E
23.31
667
15550.1
Supply and fabrication of (HYSD) Steel 500 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
-
-
-
Road D
3.56
95609
340177.78
Road E
2.85
95609
272008.37
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
-
-
-
Road D
61.5
8240
506800.59
Road E
42.17
8393
353964.44
Supply of carted earth including cost and conveyance to work site with an average lead of 5.00 Km and stacking them on road side for taking premeasurement and spreading the same in 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 making up low berms as per MORTH Vth Rev.,111,112,201,306,3003 & 900- Diversion road.
-
-
-
Road D
160.84
238
38283.14
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 soil campactor 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. for Diversion Road
-
-
-
Road D
24.75
2275
56311.7
Providing and laying spreading and compacting graded stone aggregates to Wet Mix Macadam required 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 soil campactor 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.for Diversion Road
-
-
-
Road D
16.5
2277
37579.58
Providing and fixing 100mm 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
-
-
-
Road D
13.6
192
2618
Road E
10.2
192
1963.5
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 road.
-
-
-
Road D
7.5
266
1996.5
Road E
10
266
2662
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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-
-
Road D
7.5
4276
32076
Road E
10
4276
42768
Filling behind Culvert with stone dust including cost and
conveyance of stone dust to work site, laying, handling
charges and filling in layers including all labour and
machinary charges tamping under optimum moisture
content to get the maximum density including watering,
with all leads for water and all other incidental charges
etc,complete and in accordance with standard
specifications as per MORTH Vth Rev., 305 & 2907
-
-
-
Road D
20.22
344
6971.25
Road E
13.04
304
3966.77
KERB TYPE CENTRE MEDIAN
-
-
-
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20mm and 12mm ISS HBG graded metal and M sand from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all themachineries employed for this work, including all labour charges for mixing, laying, curing, painting,including all other incidental charges etc., complete as per drawing and standard specification.
-
-
-
Road E
295.48
486
143677.15
Refilling with available excavated earth(other than sand) 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.
-
-
-
Road E
41
42
1756.85
RETAINING WALL
-
-
-
Earth work excavation for foundation trenches including all shoring and strutting where required etc., including dressing of bottom & sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling around hume pipes/ foundation with either excavated material or borrow soil as necessary in 15 cm layers with compaction including disposal of all surplus soil, including taking all necessary safety precautions and traffic management measures as per clauses 304 & 2903 of MORT& H Rev 5.
-
-
-
Road D
230.3
246
56773.56
Vibrated Cement Concrete of grade M20 nominal mix using 40mm HBG metal using M-sand including cost and conveyance of all materialsto site and 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 relevent standard specification for FOUNDATION (FOOTING)
-
-
-
Road D
98.7
6291
620921.7
Vibrated Cement Concrete of grade M20 nominal mix using 40mm HBG metal using M-sand including cost and conveyance of all materialsto site and 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 relevent standard specification for Retaining wall (Below sill)
-
-
-
Road D
102.48
7400
758352
Vibrated Cement Concrete of grade M20 (nominal mix ) 40mm HBG metal using M-sand including cost and conveyance of all materialsto site and 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 relevent standard specification for Retaining Wall (above sill level)
-
-
-
Road D
328.46
8348
2742049.77
Providing and fixing 100mm 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
-
-
-
Road D
251.2
192
48356
Refilling with available excavated earth (other than sand) 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.
-
-
-
Road D
230.3
42
9868.36
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with an average of 5 KM lead sand lifts as per SS20B including cost of all labour charges, materials, tools, equipment sand 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 Filling using Carted earth
-
-
-
Road D
164.5
238
39154.29
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
39818813
-
Add GST at 18%
1
7167386
-
Total Value put to Tender
1
46986199
-
Quoted Percentage
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Contract Value of put to tender as per Estimate
-
-
46986199
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
-
-
-
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