Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,58,90,000
Costs
EMD
₹ 1,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 015 Tn No 07 2024 25 Hdo Dated 17 08 2024
Description
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Contact
Tender Id
2024_HWAY_477137_1Bid Award Id
ViewTender No
MDU No 015 TN No 07 2024 25 HDO Dated 17 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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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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material
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-
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Road A
1270.51
2486019
1956.71
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Road B
460.08
983641
2137.98
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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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- III Material
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-
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Road A
552.41
1129827
2045.27
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Road B
234.34
522093
2227.93
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
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-
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Road A
400
8736
21.84
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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.
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-
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Road A
49.37
183114
3709.02
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Wet Mix Macadam (Table 400-13) 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 Specification no.111,112,406,900
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-
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Road A
1549.19
3207628
2070.52
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Road B
585.81
1292349
2206.09
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Prime coat 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 Specification no. 111, 112, 501,502,900- over WMM
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-
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Road A
6713.02
549393
81.84
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Road B
2343.27
191749
81.83
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Tack coat - 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 Specification no.111,112,501, 503,900
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-
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Road A
6713.02
126876
18.9
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Road B
2343.27
44287
18.9
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Tack coat - 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 Specification no.111,112,501, 503,900
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-
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Road A
10657.12
289021
27.12
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Road B
424.9
11523
27.12
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Tack coat - Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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 Specification no.111,112,501, 503,900
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-
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Road A
108.35
2317
21.39
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Bituminous Macadam :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 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 Specification no.111,112,501,503,900 - Grading II
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-
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Road A
335.65
2836860
8451.84
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Road B
66.79
577686
8649.3
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Dense Graded Bituminous Macadam (Table - 500-10) 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
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-
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Road B
90.68
849783
9371.23
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Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 30/40mm 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II
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-
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Road A
524.36
5647042
10769.4
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Road B
93.11
1019219
10946.4
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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 (Earth work compaction only)
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-
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Road A
1116.25
29736
26.64
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Road B
67.5
1798
26.64
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Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, greaded and compacted as per CL:407 of MORTH
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-
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Road B
41.25
8125
196.97
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Disposal of box cut earth away from the work site for average lead 2km (conveyance only)
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-
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Road A
2346.62
55333
23.58
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Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. as per MORT & H Specification (Vth Revision) no.111, 112, 301, 300, 900
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Road A Drain
144
6170
42.85
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Dismantling
Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202
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-
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RR Masonry
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-
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Road A Box culvert at Km 0/2
19.94
5645
283.14
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Road A Box culvert at Km 1/4
21.24
6013
283.14
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Cut Stone Slab
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-
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Road A Box culvert at Km 1/4
17.5
8976
512.93
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for Paver Block portion, Foundation of Retaing wall, Drain and dressing the bed up to sill level for Culverts. etc, complete as per standard specification 111,112,304
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-
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Road A Drain
960
118329
123.26
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Road A Box culvert at Km 0/2
10.5
1294
123.26
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Road A Box culvert at Km 1/4
15
1848
123.26
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Earth work 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 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 excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification no 111,112,304
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-
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Road A Box culvert at Km 0/2
180.75
52303
289.37
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Road A Box culvert at Km 1/4
79.11
22892
289.37
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Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation and FOOTINGS OF PCC RETAINING WALL
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-
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Road A Drain
200.4
1227087
6123.19
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Road A Box culvert at Km 0/2
21.19
128203
6050.19
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Road A Box culvert at Km 1/4
12.63
76757
6077.41
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Vibrated Cement Concrete M 20 using graded ISS HBG 40 mm and below metal including cost and conveyance of all materials to site including cost and conveyance of cement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete for Below sill and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200.For Drain
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-
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Road A Drain
240
2356046
9816.86
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Vibrated Reinforced Cement Concrete M 20 using graded ISS HBG 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200.For Drain slab
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-
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Road A Drain
50.4
494450
9810.53
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT
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-
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Road A Box culvert at Km 0/2
20.79
276471
13298.29
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Road A Box culvert at Km 1/4
20.79
277037
13325.5
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Supply and fabrication of steel Grade Fe-500 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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
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-
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Road A Drain
4.89
467433
95609.27
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Road A Box culvert at Km 0/2
1.52
145326
95609.27
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Road A Box culvert at Km 1/4
1.52
145326
95609.27
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Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900
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-
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Road A Box culvert at Km 0/2
154.64
1188867
7687.97
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Road A Box culvert at Km 1/4
72.03
566031
7858.27
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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 approvedquarry, including cost and conveyance of all materials to work site, including hire and fue lcharges of all the 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.
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-
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Road B
307.45
174108
566.3
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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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30414739
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Add GST at 18%
1
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5474653
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Total Value put to Tender
1
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35889392
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Excess/Less Percentage
1
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-
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Final Value
1
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-
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Add GST at 18% of Final 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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30414739
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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