Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 2,86,50,000
Costs
EMD
₹ 1,53,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_501066_1Tender No
044-2024-25-1Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
ROAD - D
123.75
21
2702.7
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, 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 Boxing (Morth No. 111, 112, 301, 305, 900)
1
-
-
ROAD -C
739.55
123
91156.93
ROAD -D
585.25
123
72137.92
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 (Filter/ Separation Layer at Bottom) (Morth No. 111, 112, 401, 900)
1
-
-
ROAD -C
200.2
1984
397324.93
ROAD -D
153.55
1984
304741.47
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 (Morth No. 111, 112, 406, 900)
1
-
-
ROAD -C
263.45
2276
599746.56
ROAD -D
252.55
2276
574932.6
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) (Morth No. 111, 112, 501, 504, 900, 3004)
1
-
-
ROAD -C
6.74
8319
56075.59
ROAD -D
4.94
8319
41099.91
Prime Coat Over WMM Surface Providing and laying Prime Coat over 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 perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900)
1
-
-
ROAD -C
1053.7
81
86034.61
ROAD -D
1158.55
81
94595.61
Tack Coat Over Primed Surface Providing and laying Tack Coat over 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 (Morth No. 111, 112, 501, 503, 900)
1
-
-
ROAD -C
1053.7
18
19830.63
ROAD -D
1158.55
18
21803.91
Tack Coat Over Existing BT Surface 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
-
-
ROAD -A
16205.5
27
438520.83
ROAD -B
20901
27
565581.06
ROAD -C
1715.6
27
46424.14
ROAD -D
1430.6
27
38712.04
Tack Coat Over Primed Surface Providing and laying Tack Coat over concrete using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
1
-
-
ROAD -C
13.6
21
289.68
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 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
-
-
ROAD -A
13.75
8602
118284.1
ROAD -B
72.7
8602
625400.3
BM (Grade-II) 50mm Thick Using VG40 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 VG40 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
-
-
ROAD -D
18.6
8764
163012.26
DBM (Grade-I) 75mm Thick Using VG40 Bitumen Providing, laying 75mm 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 metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm 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 site, spreading the mix to uniform thickness of 75mm 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. (Morth No. 111, 112, 505, 900)
1
-
-
ROAD -C
107.9
9526
1027885.61
ROAD -D
81.25
9526
774010.25
BC 30 mm Thick (Grade-II) Using VG40 Bitumen Providing and laying Bituminous Concrete to 30 mm 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 (Morth No. 111, 112, 501, 507, 900)
1
-
-
ROAD -C
84.75
11160
945826.95
ROAD -D
78.9
11160
880539.78
BC 40mm Thick (Grade-II) Using VG30 Bitumen 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 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 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 (Morth No. 111, 112, 501, 507, 900)
1
-
-
ROAD -A
648.22
10885
7056250.67
BC 30mm Thick (Grade-II) Using VG30 Bitumen 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 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 (Morth No. 111, 112, 501, 507, 900)
1
-
-
ROAD -B
627.03
10885
6825585.23
Providing compaction for 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. (Morth No. 111, 112, 301, 305, 900)
1
-
-
ROAD -C
90
26
2395.8
ROAD -D
90
26
2395.8
Conveying and disposing of the surplus earth from box cutting with an average lead of 2Km as directed by the engineer in charge
1
-
-
ROAD -C
638.1
23
15046.4
ROAD -D
483.8
23
11408
EARTH WORK FOR BERMS INCL. COMPACTION 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 (Morth No. 111, 112, 301, 305, 900)
1
-
-
ROAD -A
1246.5
169
211406.4
ROAD -B
1291.5
169
219038.4
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries 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
1
-
-
ROAD -C
365.2
574
209814.7
ROAD -D
365.2
574
209814.7
Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900)
1
-
-
ROAD -C
11.5
42
492.78
ROAD -D
11.5
42
492.78
Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing
1
-
-
ROAD -C
5.1
5230
26675.75
ROAD -D
5.1
5230
26675.75
Reconstuction of Box Culvert at km 11/6
1
-
-
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 of Abutments and Piers. (Morth No. 111, 112, 304)
1
-
-
ROAD -C
40.16
246
9900.24
Vibrated 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 form work 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
ROAD -C
3.33
6298
20972.34
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard 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 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 for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
1
-
-
ROAD -C
16.44
13046
214476.24
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 (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
ROAD -C
1.51
11503
17369.53
Vibrated 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 form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as for Parapet.
1
-
-
ROAD -C
0.34
11430
3886.2
Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges 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. (Morth No. 1000, 1500, 1600, 900)
1
-
-
ROAD -C
1.64
95610
157182.84
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
-
-
ROAD -C
1.7
203
345.27
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
24277114
-
Add GST at 18%
1
4369881
-
Total Value put to Tender
1
28646995
-
Differnce Amount (Excess/less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 18% of Quoted Amount
1
-
-
Total Value of Quoted Amount including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
24277114
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
-
-
-
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