Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,81,00,000
Costs
EMD
₹ 1,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 066 Tn No 16 2024 25 Hdo Dated 29 08 2024
Description
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Contact
Tender Id
2024_HWAY_481329_1Bid Award Id
ViewTender No
MDU No 066 TN No 16 2024 25 HDO Dated 29 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
368.62
947574
2570.6
Granular Sub-Base with Close Graded Material (Table:- 400-1) - 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 of MORTH Rev-5 as per Specification No.111, 112,401, 900 - for grading- V Material
-
-
-
ROAD A
995.28
2466891
2478.59
ROAD A (FOR APPROACH CULVERT 1 x 1.00 x 1.00 )
33.1
82041
2478.59
ROAD A (FOR APPROACH CULVERT 1 x 1.50 x 1.50 )
11.82
29296
2478.59
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 deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
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-
-
ROAD A
2481.75
54201
21.84
Wet Mix Macadam 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 as per Specification no.111,112, 406,900
-
-
-
ROAD A
1641.26
4239817
2583.27
ROAD A (FOR APPROACH CULVERT 1 x 1.00 x 1.00 )
8.9
22991
2583.27
ROAD A (FOR APPROACH CULVERT 1 x 1.50 x 1.50 )
2
5166
2583.27
Prime Coat Providing and laying Prime Coat over WBM/ WMM surface using 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 per Clause 502 of MORTH Rev-5 Specification no.111,112, 501,502,900- Prime Coat Over WBM/ WMM Surface
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-
-
ROAD A
11032.2
903316
81.88
Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900- Tack Coat Over Primed Surface
-
-
-
ROAD A
11032.2
208618
18.91
Tack coat - 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501,503, 900-Tack Coat over Dry Lean Cement Concrete Surface
-
-
-
ROAD A
80.3
1719
21.41
Bituminous Macadam-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 no.111,112, 501,503,900 - Grading II
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-
-
ROAD A
661.93
5955384
8997
Bituminous Concrete - 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 No.111,112,507,900 complete in all respects - Grading II
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-
-
ROAD A
333.38
3767987
11302.38
Excavation 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 no.111,112,301,305, 900 - EARTH WORK FOR MAKING UP BERMS INCL. COMPACTION
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-
-
ROAD A
531
90068
169.62
Excavation 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 no.111,112,301,305, 900 For Carted earth with an average lead of 5 km with conveyance and forming of Diversion road.
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
675.65
160804
238
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
135.13
32160
238
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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 111,112,304 for foundation OF CULVERT
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
425.65
123438
290
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
149.2
43268
290
Plain Cement Concrete M15 (Nominal mix) using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 For foundation Concrete
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
35.05
230965
6589.6
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
9.63
63500
6594
Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm ISS size HBG graded metal of 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 for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per standard specification 1000,1500,1600, 1700,2200 & 900 for Box Culvert
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
86.5
1153010
13329.6
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
31.2
397737
12748
Vibrated cement concrete M20 (Nominal mix) 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
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
127.7
1172362
9180.6
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
42.17
375650
8908
Supply and fabrication of steel Grade Fe-550 D 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 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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
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-
-
ROAD A (FOR BOX CULVERT 1 x 1.00 x 1.00 )
8.65
827026
95610
ROAD A (FOR BOX CULVERT 1 x 1.50 x 1.50 )
2.29
218946
95610
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
-
23811946
Add GST at 18%
1
-
4286150
Total Value put to Tender
1
-
28098096
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
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23811946
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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