Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 5,59,50,000
Costs
EMD
₹ 2,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-32- Sankarankovil C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_485431_1Bid Award Id
ViewTender No
T N No. 20 2024-2025 HDO Dated 06 09 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Road A
3693.75
80671
21.84
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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Road A
954.39
2076237
2175.46
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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Road A
2395.19
5110976
2133.85
Prime Coat Over WBM/ WMM Surface 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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Road A
16213.72
1325633
81.76
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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Road A
16213.72
305790
18.86
BM (Grade-II) 50mm Thick Using VG30
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 37 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 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
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Road A
810.68
6966805
8593.78
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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Road A
487.57
5348496
10969.7
Filling with Box cut Earth Filling with Box cut Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying spreading etc complete and as directed by departmental engineers for making up of berm including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900
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Road A
1326.57
56843
42.85
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.
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
2569.32
316694
123.26
Cement Concrete M10 using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for levelling course base slab
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
219.6
1170544
5330.35
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 DRAIN
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
390.4
3599144
9219.12
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 Side wall of DRAIN
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
585.21
7490266
12799.28
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 TOP SLAB OF Drain
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
244
3571474
14637.19
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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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
65.88
6298738
95609.27
Providing Weep holes in brick masonry/plain/Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20H towards drawing force. Complete as per drawing and technical specifications
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Road A [ Drain at Km 1/0-1/4 L/S & 1/0-1/10 R/S)]
244
43310
177.5
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 RETAINING WALL
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Road A [Retainig wall at Km 2/2-2/6]
245.52
30262
123.26
Plain Cement Concrete M20 grade mix 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 Foundation of Retaining Wall
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Road A [Retainig wall at Km 2/2-2/6]
81.84
501930
6133.07
Vibrated Cement Concrete M20 grade using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
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Road A [Retainig wall at Km 2/2-2/6]
106.76
806160
7551.15
Vibrated Cement Concrete M20 grade using 40mm ISS size HBG 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above sill level)
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Road A [Retainig wall at Km 2/2-2/6]
208.66
2042184
9787.14
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 in Retaining wall
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Road A [Retainig wall at Km 2/2-2/6]
62
12592
203.1
Refilling with Site Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
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Road A [Retainig wall at Km 2/2-2/6]
90.21
14984
166.11
Refilling with excavated Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
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Road A [Retainig wall at Km 2/2-2/6]
245.52
10520
42.85
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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47399373
Add GST at 18%
1
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8531887
Total Value put to Tender
1
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55931260
Negotiated Percentage
1
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-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
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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
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47399373
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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Evaluation Notes How It Works ?
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