Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,92,60,000
Costs
EMD
₹ 1,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 15 24 25 Dharapuram Division Single Sl No 1
Description
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Contact
Tender Id
2024_HWAY_481964_1Tender No
TN 15 24 25 Dharapuram Division Single Sl No 1Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
2650.27
326672
123.26
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 clause 401- for grading - V Material. MORTH No. 111, 112, 401, 900
1
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Road A
656.8
1250809
1904.4
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 clause 401- for grading - III Material. MORTH No. 111, 112, 401, 900
1
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-
Road A
486.5
969930
1993.69
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 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 as per clause 406 of MORTH Rev-5.
1
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-
Road A
1216.2
2522240
2073.87
Providing and laying Prime Coat over WBM / WMM surface using 7Kg 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 502 of MORTH Rev-5.
1
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-
Road A
4864.7
397008
81.61
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 per Clause 503 of MORTH Rev-5.
1
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-
Road A
4864.7
91505
18.81
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.
1
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-
Road A
3686
99706
27.05
Providing, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50 - 13.20 mm, 0.25 cum of 13.20 - 2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG 40 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the minthe 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. - Grade - II.
1
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-
Road A
612.62
6215863
10146.36
Providing and laying Bituminous Concrete to 30 / 40 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG 40 bitumen for premixing per 10 sqm 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.
1
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Road A
342.1
3767694
11013.43
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900
1
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-
Road A
112.5
2994
26.62
Conveying and disposing of the surplus earth from box cutting with an average lead of 1 Km as directed by the engineer in charge. MORTH No. 111, 112, 301, 305, 900
1
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-
Road A
2537.8
29920
11.79
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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Road A
13.5
6563
486.2
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. MORTH No. 111, 112, 304
1
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Road A
23.4
6786
290
Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW THE FOOTINGS OF CULVERTS. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
1.2
6606
5505
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
11.44
97514
8524
Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site, including hire and fuel charge sof al lthe machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
1
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Road A
794.5
452610
569.68
Supply of NP 3 class RCC 900 mm dia pipes specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete. For Diversion Road
1
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-
Road A
15
57315
3821
Hoisting and fixing of 900mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete.
1
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-
Road A
15
3465
231
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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Road A
5.95
1208
203.1
Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers. Refilling for Kerb Median [Semi Barrier Type] Center portion using Cut earth
1
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Road A
230.1
3723
16.18
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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16318222
Add GST at 18%
1
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2937280
Total Value put to Tender
1
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19255502
Differnce Amount (Excess/Less)
1
-
-
Quoted Amount (Basic Rate Only)
1
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-
Add GST at 18% of of Quoted Amount
1
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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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16318222
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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