Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date4 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 6,26,00,000
Costs
EMD
₹ 3,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-02 Sivakasi H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_480658_1Bid Award Id
ViewTender No
T N No. 04 2024-2025 HDO Dated 14 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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 a sindicated by the Engineer as per SS20B for 97% Compaction for making up Berms MORTH Rev.V Clause No.111,112,301 to 305. a)Box Cutting for widening portion.
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-
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ROAD A 0/8 - 2/0
972
119808
123.26
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ROAD A 8/0 - 10/6
2154.03
265505
123.26
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Granular Sub-Base with Close Graded Material 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
For Grading-V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
-
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ROAD A 0/8 - 2/0
360
691452
1920.7
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ROAD A 8/0 - 10/6
794.88
1610665
2026.3
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Granular Sub-Base with Close Graded Material 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
For Grading-III Material (Drainage Layer at Top)
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-
-
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ROAD A 0/8 - 2/0
270
542754
2010.2
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ROAD A 8/0 - 10/6
616.04
1303497
2115.93
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WET MIX MACADAM
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 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 Clause No. 111, 112, 406 & 900.
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-
-
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ROAD A 0/8 - 2/0
1440
3185179
2211.93
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ROAD A 8/0 - 10/6
3037.89
6719600
2211.93
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Prime Coat Over WBM/ WMM Surface 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 Clause No. 111,112,501,502 &900 .
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-
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ROAD A 0/8 - 2/0
8400
686700
81.75
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ROAD A 8/0 - 10/6
18033.82
1474445
81.76
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Tack Coat Over Primed Surface 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 as per Clause No.111, 112,501, 503 & 900.
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-
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ROAD A 0/8 - 2/0
8400
158424
18.86
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ROAD A 8/0 - 10/6
18033.82
340298
18.87
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Tack Coat over Dry Lean Cement Concrete Surface 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 perClause 503 of MORTH Rev-5 as per Clause No.111, 112,501, 503 & 900.
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-
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ROAD A 8/0 - 10/6
77.98
1664
21.35
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DBM (Grade-I) 75mm Thick Using VG30 Bitumen
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. as per Clause No.111, 112, 501, 507 & 900 of MORT &H specifications.
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-
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ROAD A 0/8 - 2/0
630
6055364
9611.69
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ROAD A 8/0 - 10/6
1442.7
13866785
9611.69
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BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
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 Clause No. 111, 112, 501,507 & 900.
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-
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ROAD A 0/8 - 2/0
336
3784855
11264.45
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ROAD A 8/0 - 10/6
724.47
8160756
11264.45
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COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH
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. as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900
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-
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ROAD A 0/8 - 2/0
954
25462
26.69
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ROAD A 8/0 - 10/6
2072.68
55319
26.69
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Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert
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-
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ROAD A Box Culvert 9/4
7.08
2004
283.14
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ROAD A Box Culvert 9/6
8.87
2511
283.14
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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.
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-
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ROAD A Box Culvert 9/4
93.94
11579
123.26
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ROAD A Box Culvert 9/6
77.61
9566
123.26
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Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
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-
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ROAD A Box Culvert 9/4
10.62
65880
6203.42
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ROAD A Box Culvert 9/6
9.18
56947
6203.42
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BOTTOM SLAB OF BOX CULVERT.
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-
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ROAD A Box Culvert 9/4
38.42
354395
9224.25
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ROAD A Box Culvert 9/6
29
268747
9267.17
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm 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 BODY WALL OF BOX CULVERT.
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-
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ROAD A Box Culvert 9/4
17.56
224306
12773.72
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ROAD A Box Culvert 9/6
15.46
205417
13287.04
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Vibrated Cement Concrete M25 Grade using 20mm 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 TOP SLAB OF BOX CULVERT.
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-
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ROAD A Box Culvert 9/4
34.38
370213
10768.28
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ROAD A Box Culvert 9/6
25.5
278818
10934.07
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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 standard specification.
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-
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ROAD A Box Culvert 9/4
6.2
593064
95609.27
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ROAD A Box Culvert 9/6
4.71
450510
95609.27
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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.
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-
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ROAD A Box Culvert 9/4
2.76
31339
11354.93
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ROAD A Box Culvert 9/6
2.25
25713
11428.26
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Vibrated Cement Concrete of grade M20 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 FOOTINGS OF RETURN WALL.
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-
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ROAD A Box Culvert 9/4
15.82
98138
6203.42
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ROAD A Box Culvert 9/6
13.73
85172
6203.42
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Vibrated Cement Concrete of grade M20 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 STEM OF RETURN WALL.-Below sill
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-
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ROAD A Box Culvert 9/4
4.83
38211
7911.23
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ROAD A Box Culvert 9/6
4.82
38149
7914.8
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Vibrated Cement Concrete of grade M20 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 STEM OF RETURN WALL - Above sill
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-
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ROAD A Box Culvert 9/4
14.37
142293
9902.13
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ROAD A Box Culvert 9/6
13.81
137452
9953.14
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
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-
-
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ROAD A Box Culvert 9/4
304.21
62679
206.04
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ROAD A Box Culvert 9/6
304.21
62679
206.04
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
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-
-
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ROAD A Box Culvert 9/4
93.75
19410
207.04
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ROAD A Box Culvert 9/6
93.75
19410
207.04
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Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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 departmental officers etc., complete.
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-
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ROAD A Box Culvert 9/4
12.5
56787
4543
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ROAD A Box Culvert 9/6
12.5
56787
4543
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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
-
52967857
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Add GST at 18%
1
-
9534214
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Total Value put to Tender
1
-
62502071
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Negotiated Percentage
1
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-
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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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Basic cost of value put to tender as per Estimate
-
52967857
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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