Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 6,05,12,000
Costs
EMD
₹ 3,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu 034 Tn No 28 2024 25 Hdo Dated 18 11 2024
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_503227_1Tender No
MDU 034 TN No 28 2024 25 HDO Dated 18 11 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
3071.82
123
378632.53
Road B
3654.1
123
450404.37
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 power roller to achieve the desired density, complete as per MORTH Specification clause 401 For Grading-V Material
-
-
-
Road A
918.62
2175
1998494.56
Km 7/8 - box culvert
15.13
2175
32915.92
Km 7/10 - box culvert
15.13
2175
32915.92
Km 8/10 - box culvert
23.98
2175
52169.45
Road B
971.39
2096
2036363.71
Km 1/8 - box culvert
15.13
2096
31717.62
Km 1/10 - box culvert
16.67
2096
34945.99
Km 2/4 - box culvert
15.13
2096
31717.62
Construction of granularsub-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 power roller to achievethe desired density, complete as per clause 401 For Grading-III Material
-
-
-
Road A
417.55
2266
946235.11
Road B
485.69
2186
1062184.6
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 roller 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
-
-
-
Road A
1456.38
2272
3310308.05
Km 7/8 - box culvert
2.66
2272
6046.1
Km 7/10 - box culvert
2.66
2272
6046.1
Km 8/10 - box culvert
2.66
2272
6046.1
Road B
1214.24
2272
2759931.09
Km 1/8 - box culvert
2.66
2272
6046.1
Km 1/10 - box culvert
2.13
2272
4841.43
Km 2/4 - box culvert
2.66
2272
6046.1
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 perClause 502 of MORTH Rev-5
-
-
-
Road A
5825.55
81
476646.5
Road B
4856.94
81
397346.26
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
-
-
-
Road A
5825.55
18
110044.64
Road B
4856.94
18
91747.6
Advance patch work using 45 mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips s after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per MORTH Specification,
-
-
-
Road B
65.11
3903
254130.84
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
-
-
-
Road A
13704.45
27
371527.64
Road B
15333.78
27
415698.78
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg 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
-
-
-
Road A
70
21
1496.6
Road B
84.28
21
1801.91
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
-
-
-
Road A
292.29
10222
2987870.22
Road B
291.41
10222
2978874.62
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.5013.20mm, 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
-
-
-
Road A
322.5
8757
2824255.05
Road B
79.75
8757
698401.06
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.009.50mm, 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
-
-
-
Road A
588
11052
6499005.24
Road B
608.26
11052
6722933.55
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 berms
-
-
-
Road A
2405
245
591581.9
Road B
559.08
245
137522.5
Earthwork excavation in all classes of soil not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
-
-
-
Km.7/8 - box culvert
180.71
290
52405.9
Km.7/10 - box culvert
180.71
290
52405.9
Km.8/10 - box culvert
785.23
290
227716.7
Km 1/8 - box culvert
163.96
290
47548.4
Km 1/10 - box culvert
376.3
290
109127
Km 2/4 - box culvert
163.96
290
47548.4
Plain 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.
-
-
-
Km.7/8 - box culvert
10.05
6407
64390.35
Km.7/10 - box culvert
10.05
6407
64390.35
Km.8/10 - box culvert
33.55
6418
215323.9
Km 1/8 - box culvert
9.27
6349
58855.23
Km 1/10 - box culvert
17.61
6349
111805.89
Km 2/4 - box culvert
9.27
6360
58957.2
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
-
-
-
Km.7/8 - box culvert
36.76
12552
461411.52
Km.7/10 - box culvert
36.76
12552
461411.52
Km.8/10 - box culvert
46.47
12588
584964.36
Km 1/8 - box culvert
36.76
12494
459279.44
Km 1/10 - box culvert
83.62
12013
1004527.06
Km 2/4 - box culvert
36.76
12505
459683.8
Vibrated Reinforced Cement Concrete M20 (Nominal mix) Grade using 40mm ISS 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, and all incidental charges etc., complete for Wing Wall and Parapet
-
-
-
Km.7/8 - box culvert
51.22
8721
446689.62
Km.7/10 - box culvert
51.22
8721
446689.62
Km.8/10 - box culvert
354.7
8536
3027719.2
Km 1/8 - box culvert
42.17
8663
365318.71
Km 1/10 - box culvert
92.55
8468
783713.4
Km 2/4 - box culvert
42.17
8674
365782.58
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.
-
-
-
Km.7/8 - box culvert
2.69
95610
257190.9
Km.7/10 - box culvert
2.69
95610
257190.9
Km.8/10 - box culvert
3.15
95610
301171.5
Km 1/8 - box culvert
2.69
95610
257190.9
Km 1/10 - box culvert
5.3
95610
506733
Km 2/4 - box culvert
2.69
95610
257190.9
Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size 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.
-
-
-
Km.7/8 - box culvert
23.31
691
16118.87
Km.7/10 - box culvert
23.31
691
16118.87
Km.8/10 - box culvert
28.86
692
19979.78
Km 1/8 - box culvert
23.31
687
16016.3
Km 1/10 - box culvert
55.94
687
38436.37
Km 2/4 - box culvert
23.31
688
16037.28
Dismantling of RR Masonry walls, clearing away and carfully stacking useful materials for reuse etc., complete
-
-
-
Km.7/8 - box culvert
41.85
111
4686.36
Km.7/10 - box culvert
41.85
111
4686.36
Km.8/10 - box culvert
41.85
111
4686.36
Km 1/8 - box culvert
41.85
111
4686.36
Km 1/10 - box culvert
41.85
111
4686.36
Km 2/4 - box culvert
41.85
111
4686.36
Earth Work excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specification and the lines , grades anr cross sections shown in the drawings or as indicated by the Engineer for forming diversion road.
-
-
-
Km.7/8 - box culvert
333
245
81911.34
Km.7/10 - box culvert
333
245
81911.34
Km.8/10 - box culvert
333
245
81911.34
Km 1/8 - box culvert
333
245
81911.34
Km 1/10 - box culvert
333
245
81911.34
Km 2/4 - box culvert
333
245
81911.34
Plain Cement Concrete of grade M15 Nominal Mix,using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CULVERT OFFSET FILLING
-
-
-
Km.7/8 - box culvert
1.56
6407
9994.92
Km.7/10 - box culvert
1.56
6407
9994.92
Km.8/10 - box culvert
1.56
6418
10012.08
Km 1/8 - box culvert
1.56
6349
9904.44
Km 1/10 - box culvert
1.25
6349
7936.25
Km 2/4 - box culvert
1.56
6360
9921.6
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
51281297
-
Add GST at 18%
1
9230633
-
Total Value put to Tender
1
60511930
-
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
-
-
51281297
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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