Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,67,05,000
Costs
EMD
₹ 1,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 045 Tn No 11 2024 25 Hdo Dated 22 08 2024
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
2024_HWAY_477891_1Tender No
MDU No 045 TN No 11 2024 25 HDO Dated 22 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
ROAD A
233.33
5095
21.84
ROAD B
233.33
5095
21.84
ROAD C
2122.5
46355
21.84
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 of MORTH Specification 111,112,401,900 - for grading- V Material.
-
-
-
ROAD C
549.73
1084760
1973.26
ROAD C Box Culvert at km 0/6
20.71
40866
1973.26
ROAD C Box Culvert at km 1/2,1/4
41.42
81732
1973.26
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 of MORTH Specification 111,112,401,900 - for grading- III Material
-
-
-
ROAD C
175
360983
2062.76
ROAD C Box Culvert at km 0/6
0.55
1134
2062.76
ROAD C Box Culvert at km 1/2,1/4
1.1
2269
2062.76
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 250m thick, including premixing the Material with water at OMC in mechanical mix plant conveyance of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory soil compactor to achieve the desired density including cost of material, labour cherges, rentals for machinery, fuel and all other incidental charegs etc, Complete as per clause 406 of MORTH Rev -5
-
-
-
ROAD A
70
154741
2210.59
ROAD B
70
154741
2210.59
ROAD C
1702.88
3764369
2210.59
ROAD C Box Culvert at km 0/6
1.38
3050
2210.59
ROAD C Box Culvert at km 1/2,1/4
2.75
6079
2210.59
Prime coat Providing and Laying primer coat over WBM/WMM surface using 7 kg of bitumen emulsion (SS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 502 of MORTH Rev -5
-
-
-
ROAD A
700
57316
81.88
ROAD B
700
57330
81.9
ROAD C
9371.5
767713
81.92
Tack coat Providing and Laying Tack coat over WBM/WMM surface (treated with primer) using 2.50 kg of bitumen emulsion (RS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 502 of MORTH Rev -5
-
-
-
ROAD A
700
13237
18.91
ROAD B
700
13244
18.92
ROAD C
9371.5
177402
18.93
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5.
-
-
-
ROAD C Box Culvert at km 0/6
17.05
365
21.43
ROAD C Box Culvert at km 1/2,1/4
34.1
730
21.43
Tack coat Providing and Laying Tack coat over Existing BT surface using 2 kg of bitumen emulsion (RS-I ) per 10 sqm for preparetory to another bituminous construction over it, including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charegs etc, complete as per clause 503 of MORTH Rev -5
-
-
-
ROAD A
13465.63
365322
27.13
ROAD B
14940.63
405488
27.14
ROAD C
225
6106
27.14
Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the Existing CC surface cleaned with mechanical broom as per clause 503 of MORTH Specification 111,112,501,503,900- over the Existing CC surface.
-
-
-
ROAD C
69.85
1496
21.43
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
-
-
-
ROAD A
49.3
410177
8320.04
ROAD B
17.88
149911
8384.33
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-5Grading II
-
-
-
ROAD A
145.18
1250127
8610.88
ROAD B
105.98
912581
8610.88
ROAD C
473.58
4077940
8610.88
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
-
-
-
ROAD A
424.97
4645869
10932.23
ROAD B
469.22
5129620
10932.23
ROAD C
290.01
3170456
10932.23
ROAD C Box Culvert at km 0/6
0.51
5575
10932.23
ROAD C Box Culvert at km 1/2,1/4
1.02
11150
10932.23
Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900.
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-
-
ROAD C
468
12467
26.64
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 making up of low berms with conveyance Lead for Carted Earth: 2
-
-
-
ROAD A
588.9
115995
196.97
ROAD B
548.4
108018
196.97
Dismantling of RR MASONRY walls,clearing away and carfully stacking useful materials for reuse etc., complete.
-
-
-
ROAD C Box Culvert at km 0/6
6.54
1851
283.14
ROAD C Box Culvert at km 1/2,1/4
15.14
7361
486.2
Earthwork Excavation in all classes of soils except hard rock not 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 as per standard specification for Foundation of Abutments and Piers.
-
-
-
ROAD C Box Culvert at km 0/6
177.55
51377
289.37
ROAD C Box Culvert at km 1/2,1/4
283.88
82146
289.37
Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way 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 for forming Diversion road.Carted Earth with a lead of 5 km
-
-
-
ROAD C Box Culvert at km 0/6
86.63
20617
238
ROAD C Box Culvert at km 1/2,1/4
173.25
41233
238
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
-
-
-
ROAD C Box Culvert at km 0/6
16.11
96480
5988.83
ROAD C Box Culvert at km 1/2,1/4
27.72
166451
6004.75
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
-
-
-
ROAD C Box Culvert at km 0/6
33.38
409136
12256.94
ROAD C Box Culvert at km 1/2,1/4
66.77
819411
12272.15
Supply and fabrication of STEEL grade Fe 500 with suitable anti corrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel,cost of fabrication, labou rcharges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc., complete.
-
-
-
ROAD C Box Culvert at km 0/6
2.51
239979
95609.27
ROAD C Box Culvert at km 1/2,1/4
5.02
479958
95609.27
Vibrated cement concrete M20 (Nominalmix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
-
-
-
ROAD C Box Culvert at km 0/6
50.82
416022
8186.19
ROAD C Box Culvert at km 1/2,1/4
63.81
532378
8343.18
Vibrated cement concrete M30 Grade (Design mix) using 25mm,12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc., complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.
-
-
-
ROAD C Box Culvert at km 0/6
24.99
15598
624.18
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
-
31101968
Add GST at 18%
1
-
5598354
Total Value put to Tender
1
-
36700322
Excess/Less Percentage
1
-
-
Final Value
1
-
-
Add GST at 18% of Final Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
31101968
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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