Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Sep 2024
Closing Date8 Oct 2024
Tender Amount₹ 2,88,50,000
Costs
EMD
₹ 1,54,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_483407_1Bid Award Id
ViewTender No
040 - 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
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Providing and laying Tack Coat over Existing BT surface using 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
(Morth No. 111, 112, 501, 503, 900)
1
-
-
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ROAD A
5490.65
180916
32.95
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ROAD B
5626.4
185389
32.95
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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
(Morth No. 111, 112, 504, 900)
1
-
-
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ROAD A
275
2695902
9803.28
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ROAD B
281.81
2762662
9803.28
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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 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
(Morth No. 111, 112, 501, 507, 900)
1
-
-
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ROAD A
165
2009952
12181.53
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ROAD B
169.09
2059774
12181.53
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Construction of culvert at Km 4/8 & 5/2
1
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-
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Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL (Morth No. 111, 112, 304)
1
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-
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Road A
73.8
25470
345.13
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ROAD B
73.8
25470
345.13
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Vibrated Cement Concrete M 10 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For base course for Levelling Course (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
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Road A
3.82
28584
7482.93
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ROAD B
3.84
28734
7482.93
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Vibrated Cement Concrete M 20 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For below sill (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
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Road A
8.8
73449
8346.51
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ROAD B
8.8
73449
8346.51
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Vibrated Cement Concrete M 20 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For above sill (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
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Road A
38.43
428884
11160.14
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ROAD B
20.43
278659
13639.72
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Vibrated Cement Concrete M 15 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For Parapet
(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road A
2.7
39620
14674.38
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ROAD B
2.7
39620
14674.38
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.
0.01
-
-
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Road A
4.5
9723
2160.76
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ROAD B
4.5
9723
2160.76
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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-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900)
1
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-
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Road A
7
1421
203.1
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ROAD B
7
1421
203.1
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Supply of 1000mm dia RCC NP4 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. (Morth No. 2900, 900)
1
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-
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Road A
10
42768
4276.8
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ROAD B
10
42768
4276.8
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Laying and fixing of 1000mm dia RCC NP4 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.
1
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-
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Road A
10
2662
266.2
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ROAD B
10
2662
266.2
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Refilling behind Retaining Wall with excavated soil including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., complete for filling behind Culvert (Morth No. 111, 112, 304, 900)
1
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-
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Road A
31.98
1918
59.99
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ROAD B
31.98
1918
59.99
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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 grading- V Material (Morth No. 111, 112, 401, 900)
1
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-
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Road A
1.4
3801
2715.52
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ROAD B
1.4
3820
2728.72
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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 grading- III Material (Morth No. 111, 112, 401, 900)
1
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-
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Road A
0.94
2642
2810.65
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ROAD B
0.94
2654
2823.85
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Providing, laying, spread in gand compacting graded stone aggregates for Wet Mix Macadam 250 mm 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 paver sin 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 (Morth No. 111, 112, 406, 900)
1
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-
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Road A
2.34
7211
3081.77
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ROAD B
2.34
7211
3081.77
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Providing and laying Prime Coat over WMM surface using 7Kg 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 (Morth No. 111, 112, 501, 502, 900)
1
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-
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Road A
9.35
923
98.73
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ROAD B
9.35
923
98.73
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg 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 (Morth No. 111, 112, 501, 503, 900)
1
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-
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Road A
9.35
191
20.44
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ROAD B
9.35
191
20.44
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Surface Drain at Km 4/0-5/0 , 5/0-6/0 (LHS & RHS)
1
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-
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Earth work 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 (Morth No. 111, 112, 301, 305, 900)
1
-
-
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ROAD A
744.12
128405
172.56
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Road B
743.1
128229
172.56
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Vibrated Cement Concrete M 15 ( Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete For base course for Surface Drain (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
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ROAD A
496.08
4056614
8177.34
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Road B
495.4
4079178
8234.11
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Vibrated Cement Concrete M20 (Nominal mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete FOR SURFACE DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
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ROAD A
248.04
2205172
8890.39
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Road B
247.7
2207294
8911.16
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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
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24431541
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Add GST at 18%
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4397677
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Total Value put to Tender
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28829218
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Differnce Amount (Excess/less)
1
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-
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Quoted Amount (Basic Rate Only)
1
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-
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Add GST at 18% of Quoted Amount
1
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-
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Total Value of Quoted Amount including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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24431541
-
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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Evaluation Notes How It Works ?
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