Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,74,20,000
Costs
EMD
₹ 2,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Sendamangalam (h) Candm Sub Division (slm-12)
Description
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Contact
Tender Id
2024_HWAY_477251_1Bid Award Id
ViewTender No
6 / 2024-2025 / HDO, Dated. 20.08.2024-3Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material
776.62
1430565
1842.04
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thickness, 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 111, 112, 406 & 900 of MORTH Vth Revision
1992.21
4251176
2133.9
Providing and laying 50 mm thick Bituminous Macadam using course aggregate and VG-30 Bitumen which shall consist of construction in a single course base/binder course confirming to the specification on a previously prepared base (using Mini Mix Plant and Power Roller) including cost of material,labour charges,rentals for machinary,fuel and all other incidental charges etc.,complete as per clause 111,112,504 & 900 of MORTH Rev-5 (For Patch Works)
23.5
192093
8174.18
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 per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision
8103.8
662404
81.74
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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
8103.8
152837
18.86
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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
7126.5
193056
27.09
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 111, 112, 501, 503 & 900 of MORTH Vth Revision
106.56
2275
21.35
Providing, laying 95mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 95 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I
769.86
7236930
9400.32
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 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)
356.32
3019505
8474.14
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 VG 40 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision
460.11
5081684
11044.5
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 of 5 km as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision
346
82361
238.04
Dismantling Culverts, Bridges and other Structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete
-
-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
11.42
5552
486.2
1.2) Widening of culvert at Km 8/10
19.15
9310
486.2
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Culvert and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
252.92
31174
123.26
1.2) Widening of culvert at Km 8/10
166.38
20508
123.26
1.3) Construction of Retaining wall at Km 8/2, 6
303.75
37440
123.26
1.4) Construction of Retaining wall at Km 8/10, 9/4
220
27117
123.26
1.5) Construction of Retaining wall at Km 9/8
278.05
34272
123.26
Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Concrete of Culverts and Retaining Wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
17.52
107821
6154.19
1.2) Widening of culvert at Km 8/10
11.1
68361
6158.73
1.3) Construction of Retaining wall at Km 8/2, 6
91.13
560830
6154.18
1.4) Construction of Retaining wall at Km 8/10, 9/4
66
406626
6161
1.5) Construction of Retaining wall at Km 9/8
83.42
514896
6172.34
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Below sill as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
90.16
710523
7880.69
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete as per relevent standard specification for Substructure of Abutments, Return walls and Piers Above sill as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
100.78
1062035
10538.16
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete as per relevent standard specification for Stem and Body wall of the retaining wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
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-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
73.08
667729
9136.97
1.3) Construction of Retaining wall at Km 8/2, 6
431.85
3663202
8482.58
1.4) Construction of Retaining wall at Km 8/10, 9/4
354.59
3131253
8830.63
1.5) Construction of Retaining wall at Km 9/8
347.26
2843844
8189.38
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG 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 Base Slab, Side Walls, Top Slab, Cover Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
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-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
57.24
732336
12794.13
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG 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 Bed block cum Dirt wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
3.22
49284
15305.75
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below 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 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 Deck slab as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
11.52
136132
11817.02
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete as per clause 2600 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
5.04
554
110
Providing and fixing PVC Expansion Joints in between deck slabs over abutment and piers as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent and fixing them in position etc., complete (Rev - V) as per clause 2600 of MORTH Vth Revision
-
-
-
1.2) Widening of culvert at Km 8/10
12
7840
653.4
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the schedule 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. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
-
-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
4.4
421063
95609.27
1.2) Widening of culvert at Km 8/10
1.28
122093
95609.27
Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the back fill as per section 2706 of MORTH specification (Rev- V)
-
-
-
1.2) Widening of culvert at Km 8/10
12
2437
203.1
1.3) Construction of Retaining wall at Km 8/2, 6
221.98
45084
203.1
1.4) Construction of Retaining wall at Km 8/10, 9/4
160.68
32634
203.1
1.5) Construction of Retaining wall at Km 9/8
202.58
41144
203.1
Refilling in between Retaining wall and Road with excavated earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision Specifications (labour charges only)
-
-
-
1.3) Construction of Retaining wall at Km 8/2, 6
288.65
12368
42.85
1.4) Construction of Retaining wall at Km 8/10, 9/4
202.4
8672
42.85
1.5) Construction of Retaining wall at Km 9/8
266.11
11402
42.85
Filling with Quarry fines including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built - up to the bottom level inclusive all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision
-
-
-
1.1) Reconstuction of culvert at Km 8/4, 8/8
62.28
17868
286.9
1.2) Widening of culvert at Km 8/10
147.6
42857
290.36
Filling behind Abutments and return walls with clean gritty freed raining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying,handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision
-
-
-
1.3) Construction of Retaining wall at Km 8/2, 6
158.5
45827
289.13
1.4) Construction of Retaining wall at Km 8/10, 9/4
80
23130
289.13
1.5) Construction of Retaining wall at Km 9/8
154.92
44792
289.13
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
-
40183873
Add GST at 18%
1
-
7233097
Total Value put to Tender
1
-
47416970
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
40183873
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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