Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,99,50,000
Costs
EMD
₹ 2,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_477679_1Tender No
005 -2024-25Tender 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
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. (Morth No. 111, 112, 401, 900)
1
-
-
Road A
320.19
1021239
3189.48
Road B
405
1248971
3083.88
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-III. (Morth No. 111, 112, 401, 900)
1
-
-
Road A
278.42
914949
3286.22
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 A
696.06
2298341
3301.93
Road B
675
2228802
3301.93
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 A
11.25
116535
10358.72
Road B
24.96
253877
10171.37
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 A
2784.25
251751
90.42
Road B
2700
244107
90.41
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 as per Clause 503 of MORTH Rev-5
(Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
2784.25
54905
19.72
Road B
2700
53244
19.72
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 503 of MORTH Rev-5
(Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
5966.25
179464
30.08
Road B
9900
297792
30.08
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 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 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. - Grading I - (Morth No. 111, 112, 501, 505, 900)
1
-
-
Road A
236.66
2528210
10682.88
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev - 5 - Grading II - (Morth No. 111, 112, 501, 505, 900)
1
-
-
Road B
189
2160965
11433.68
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
-
-
Road A
262.51
3225959
12288.9
Road B
378
4645204
12288.9
Providing compaction for embankment / 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 A
708.75
21163
29.86
Road B
1039.5
31039
29.86
SLAB CULVERT
1
-
-
Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of box culvert (Morth No. 111, 112, 304)
1
-
-
Road A
1
-
-
Km 11/2
121.46
35930
295.82
Km 11/8
144.41
42719
295.82
Km 12/2
121.46
35930
295.82
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for footings of abutment and wings - below sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
39.27
372490
9485.37
Km 11/8
39.27
373236
9504.37
Km 12/2
39.27
372553
9486.97
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 or substructure of abutment and wings - above sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
26.03
276839
10635.42
Km 11/8
26.03
334357
12845.08
Km 12/2
26.03
296353
11385.06
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 for bed block and dirt wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
1.32
22003
16669.4
Km 11/8
1.32
22027
16687.81
Km 12/2
1.32
22069
16719.13
Vibrated Reinforced Cement Concrete of grade M25 (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. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
4.7
64412
13704.69
Km 11/8
6.51
90395
13885.6
Km 12/2
4.7
64645
13754.42
Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below 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 (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)
1
-
-
Road A
1
-
-
Km 11/2
9.14
7358
805.14
Km 11/8
12.22
9855
806.54
Km 12/2
9.14
7371
806.54
Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete . (Morth No. 2600)
1
-
-
Road A
1
-
-
Km 11/2
2.3
253
110
Km 11/8
2.3
253
110
Km 12/2
2.3
253
110
Supply and fabrication of STEEL grade Fe500 D 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 as per standard specification (Morth No. 1000, 1500, 1600, 900)
1
-
-
Road A
1
-
-
Km 11/2
0.37
37841
102273.9
Km 11/8
0.59
60341
102273.9
Km 12/2
0.37
37841
102273.9
Supplying and fixing of PVC expansion joint 20mm thick in between deck slabs over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V) (Morth No. 2600, 900)
1
-
-
Road A
1
-
-
Km 11/2
2.3
1502
653.4
Km 11/8
2.3
1502
653.4
Km 12/2
2.3
1502
653.4
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 A
1
-
-
Km 11/2
24
4874
203.1
Km 11/8
24
4874
203.1
Km 12/2
24
4874
203.1
Refilling with side 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 A
1
-
-
Km 11/2
22.16
4915
221.84
Km 11/8
22.16
4915
221.84
Km 12/2
22.16
4915
221.84
Vibrated cement concrete M15 (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 PCC Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
2.41
26483
10988.83
Km 11/8
3.22
34993
10867.54
Km 12/2
2.41
26334
10926.97
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Below sill of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
4.5
37923
8427.4
Km 11/8
9.6
81085
8446.4
Km 12/2
4.5
38008
8446.4
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Above sill of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
1
-
-
Km 11/2
36.56
424570
11612.99
Km 11/8
93.6
930332
9939.45
Km 12/2
36.56
425265
11631.99
RETAINING WALL
1
-
-
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 other 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 excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for foundation of retaining wall . (Morth No. 111, 112, 304)
1
-
-
Road A
176.8
52300
295.82
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Below sill of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
44.2
364439
8245.24
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Body wall of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
380.25
4044658
10636.84
Vibrated cement concrete M15 (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 Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road A
13.12
147979
11278.92
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 A
130
26403
203.1
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 A
176.8
9091
51.42
Refilling with side 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 A
66.95
13345
199.33
PIPE CULVERT
1
-
-
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 other incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deterious matter and obstructions, Trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification (Morth No. 111, 112, 304)
1
-
-
Road B
1
-
-
Km 2/6
29.9
8845
295.82
Km 2/8
31.68
9371
295.82
Km 2/10
31.23
9238
295.82
Km 3/8
22.68
6709
295.82
Vibrated Cement concrete of grade M10 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for levelling course (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road B
1
-
-
Km 2/6
4.5
32745
7276.8
Km 2/8
5.63
40968
7276.8
Km 2/10
5.51
40196
7295.2
Km 3/8
3.38
24711
7311.2
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 body wall (Morth No. 1000, 1500, 1700, 2100, 2200)
1
-
-
Road B
1
-
-
Km 2/6
42.15
465622
11046.8
Km 2/8
53.89
585018
10855.79
Km 2/10
52.79
574609
10884.81
Km 3/8
32.01
350629
10953.76
Supply of NP 4 class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458 / 1989 cost of pipe including all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmental officers etc., Complete FOR PIPE CULVERT. (Morth No. 2900, 900)
1
-
-
Road B
1
-
-
Km 2/6
10
42768
4276.8
Km 2/8
5
21384
4276.8
Km 2/10
5
21384
4276.8
Km 3/8
5
21384
4276.8
Hoisting and Fixing of 1000 mm dia pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete FOR PIPE CULVERT. (Morth No 2904, 2905, 2906)
1
-
-
Road B
1
-
-
Km 2/6
10
2662
266.2
Km 2/8
5
1331
266.2
Km 2/10
5
1331
266.2
Km 3/8
5
1331
266.2
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 B
1
-
-
Km 2/6
40.79
2097
51.42
Km 2/8
43.88
2256
51.42
Km 2/10
41.33
2125
51.42
Km 3/8
28.86
1483
51.42
Vibrated cement concrete M15 (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 Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road B
1
-
-
Km 2/6
1.09
12178
11173.16
Km 2/8
0.55
6218
11305.8
Km 2/10
0.55
6228
11324.2
Km 3/8
0.55
6237
11340.1
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
33840229
Add GST at 18%
1
-
6091241
Total Value put to Tender
1
-
39931470
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
-
33840229
-
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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