Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing DateCancelled
Tender Amount₹ 4,34,60,000
Costs
EMD
₹ 2,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_481912_1Bid Award Id
ViewTender No
TN.No.11/2024-25/HDO Dt.30.08.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Road A
573.7
1232743
2148.76
... More
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 (GSB Gr.- III)
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-
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Road A
386.95
865893
2237.74
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing them aterials with water at OM Cinme chnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/Base course on well prepared surface and compacting with vibratory soil compactor to acheivethed esired 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
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-
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Road A
1117.38
2382466
2132.19
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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1)per 10sqm 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
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-
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Road A
4469.55
364715
81.6
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Providing and laying Tack Coat over WBM/WMM surface (treated with primer)using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental chargesetc. , complete as per Clause 503 of MORTH Rev-5
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-
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Road A
4469.55
84072
18.81
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Providing andl aying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion(RS1)per 10sqm 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
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-
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Road A
13132.35
355230
27.05
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Road B
7108.63
192288
27.05
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion(RS1)per 10sqm 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
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-
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Road A
131.33
2796
21.29
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Road B
19.5
415
21.29
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Providing and laying 50mm thick Bituminous Macadam use 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 the Mini Hot mix plant and paver roller) including cost of material labour charges rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.504 MoRTH Rev-V ( for Patch Works)
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-
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Road A
56.17
477393
8499.09
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Road B
33.63
287975
8563.05
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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 71.30kg so fV G30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min there quired temperature incentral hot mix plant 20-30ton 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 asper specification using CMP as per clause 505 of MORTH rev-5.
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-
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Road A
348.26
3169890
9102.08
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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 37Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory Roller to there quired 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
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-
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Road A
686.61
5774403
8410.02
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Road B
350.02
2961673
8461.44
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kg so fVG30 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 the min required temperature incentral hot mix plant 20-30ton 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 8-10tonne Vibratory to the required density etc. including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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
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-
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Road A
531.99
5666773
10652.03
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Road B
213.84
2288857
10703.6
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Refilling the shoulders with available cut earth at the site including spreading, watering & consolidation by power roller complete as directed by the Engineer
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-
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Road A
1074.46
28602
26.62
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lift as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with powe rroller, 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 Diversion road (Lead 5km)
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-
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Road B
839.48
199779
237.98
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CULVERT WORKS
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
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-
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Road A
43.89
21339
486.2
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Road B
28.72
13963
486.2
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Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and 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 BOX CULVERT as per MORTH No. 111, 112, 304.
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-
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Road A
820.44
202254
246.52
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Road B
484.52
119443
246.52
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Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 Levelling Course
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-
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Road A
45.39
297388
6551.85
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Road B
31.31
207163
6616.54
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Vibrated Cement Concrete M20 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 for Wing wall and Parapet wall
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-
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Road A
135.62
1132698
8352
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Road B
181.98
1477157
8117.14
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Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded HBG 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 BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200
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-
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Road A
204.37
2473796
12104.5
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Road B
78.84
1009153
12800.02
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Supply and fabrication of Fe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete as directed by the Engineer as per MORTH No. 111, 112, 900, 1000
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-
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Road A
14.36
1372768
95610
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Road B
5.36
512469
95610
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Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawings SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete as directed by the Departmental officer as per MORTH No.111, 112, 2705
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-
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Road A
8
19984
2498.1
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Road B
4
9992
2498.1
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Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
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-
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Road A
19.25
3909
203.1
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Road B
21.6
4386
203.1
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Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel toworksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No. for filling box culvert Approach as per MORTH No. 111,112, 305, 900
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-
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Road A
132.37
72512
547.8
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Road B
155.14
93884
605.16
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lift as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with powe rroller, 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
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-
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Road A
933
222035
237.98
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Road B
622
148023
237.98
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Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 Grade with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
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-
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Road A
60
256608
4276.8
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Road B
40
171072
4276.8
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Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2905
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-
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Road A
60
15972
266.2
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Road B
40
10648
266.2
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Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
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-
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Road A
67.5
143922
2132.19
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Road B
45
98050
2178.89
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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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36828767.62
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Add GST at 18%
1
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6629178
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Total Value put to Tender
1
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43457946
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Negotiated Percentage
1
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Final Negotiated Value
1
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-
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Add GST at 18% of Final Negotiated Value
1
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-
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Total Value of Contract 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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36828767
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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