Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,63,80,000
Costs
EMD
₹ 1,42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 10 24 25 Dharapuram Division Tpr 024
Description
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Contact
Tender Id
2024_HWAY_480047_1Bid Award Id
ViewTender No
TN 10 24 25 Dharapuram Division TPR 024Tender 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
12034.25
1271899
105.69
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Road B
2657.13
280832
105.69
... More
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 Vibratory Soil Compactor, 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 embankment / sub grade with a lead of 7 km Formation of the Approach Road and Diversion road. MORTH No. 111, 112, 301, 305, 900
1
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-
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Road D
973.4
260618
267.74
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 of MORTH Specification- for grading- V Material MORTH No. 111, 112, 401, 900
1
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-
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Road D
131.6
274213
2083.69
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 of MORTH Specification- for grading- III Material MORTH No. 111, 112, 401, 900
1
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-
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Road D
94
204230
2172.66
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm 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
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-
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Road D
316.9
642416
2027.19
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Providing and laying, spreading and compacting graded stone aggregates to Crusher Run Macadam specification including premixing the materials with water at OMC in mechnaical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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
1
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-
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Road D
16.5
33096
2005.85
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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 per Clause 502 of MORTH Rev-5 MORTH No. 111, 112, 501, 502, 900
1
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-
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Road D
1407.5
115302
81.92
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Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 MORTH No. 111, 112, 501, 503, 900
1
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-
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Road D
1407.5
26643
18.93
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Providing and laying Tack Coat over Existing BT surface using 2.00 Kg 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 per Clause 503 of MORTH Rev-5 MORTH No. 111, 112, 501, 503, 900
1
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Road A
12034.25
326609
27.14
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Road B
5686.02
154318
27.14
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Road C
7000
189980
27.14
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Providing, laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG 30 Grade bitumen for premixing per 10sqm 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 - 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm 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 - 30 t 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 Grading II. MORTH No. 111, 112, 501, 505, 900
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Road A
118
1005161
8518.32
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Road B
62
528135
8518.32
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Road C
82.6
703613
8518.32
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Providing, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20 mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 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 the min 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 50 mm 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 - 30 ton 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
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Road D
98.6
985136
9991.24
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Providing and laying Bituminous Concrete to 30 / 40 mm 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 50.30 kgs 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 the min 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 40 mm 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 Grading II. MORTH No. 111, 112, 501, 507, 900
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Road A
481.37
5216149
10836.05
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Road B
170.59
1848521
10836.05
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Road C
280
3034094
10836.05
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Road D
42.3
458364
10836.05
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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
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-
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Road A
240
35971
149.88
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Road B
180
26978
149.88
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Road C
427.5
64073
149.88
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Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification
Dismantling Stone / Masonry Cement mortar walls under 3m high MORTH No. 111, 112, 202
1
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-
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Road D
54.8
15516
283.14
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Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain cement concrete MORTH No. 111, 112, 202
1
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-
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Road D
18.2
8848
486.2
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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 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 excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for Foundation of Box Culvert and Retaining Wall. MORTH No. 111, 112, 304
1
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-
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Road D
292
84496
289.37
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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 Footing under Box Culvert and Retaining Wall. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
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Road D
35.9
228041
6352.13
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Vibrated cement concrete M20 (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 Retaining Wall and Parapet. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
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Road D
138.8
1117688
8052.51
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Vibrated reinforced cement concrete M25 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for BOX CULVERT. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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-
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Road D
140.6
1644422
11695.75
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Vibrated Reinforced cement concrete of grade M40 (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 RCC CRASH BARRIERS OVER DECK SLAB. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2700
1
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-
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Road D
7.2
124494
17290.85
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Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and 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 per standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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-
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Road D
12.24
1169979
95610
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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
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-
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Road D
24
4874
203.1
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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 MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900, 2200, 2300
1
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-
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Road D
80.6
55399
687.34
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Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2700
1
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-
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Road D
6
14988
2498.1
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Supply of 900mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification. MORTH No. 2900, 900
1
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-
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Road D
45
171963
3821.4
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Laying and fixing of 900 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes. MORTH No. 2904, 2905, 2906
1
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-
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Road D
45
10395
231
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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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22346478
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Add GST at 18%
1
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4022366
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Total Value put to Tender
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26368844
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Differnce Amount (Excess/Less)
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Quoted Amount (Basic Rate Only)
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Add GST at 18% of of Quoted Amount
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Total Value of Quoted Amount Including 18% of GST
1
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Basic cost of value put to tender as per Estimate
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22346478
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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