Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,12,60,000
Costs
EMD
₹ 2,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_478952_1Bid Award Id
ViewTender No
TN.No.6/2024-25/HDO Dt.23.08.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road
3332.09
410713
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 soil compactor to achieve the desired density, complete as per clause 401 (Grade-V)
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-
-
Road
1659.98
4150912
2500.58
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
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-
-
Road
4110.9
10149606
2468.95
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
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-
-
Road
20896.22
1705549
81.62
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
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-
-
Road
20896.22
393266
18.82
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
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-
-
Road
275.01
5857
21.3
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm 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 20-30ton 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)
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-
-
Road
1253.78
12854855
10252.88
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 (Grade-II)
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Road
637.22
7052910
11068.25
Refilling the excavated earth from the available site earth including laying watering and consolidation etc., complete as directed by the departmental officer as per MoRT&H 111, 112, 305 for formation of shoulders
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-
Road
1325.25
35278
26.62
Retaining Wall
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-
-
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation
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-
Road
135.38
16686
123.26
Plain Cement Concrete of grade M15 (Nominal mix) using 40 mm ISS HBG metal including cost and conveyance of all materials to site and 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 etc., complete as per relevant standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 for LEVELLING COURSE
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-
Road
21.38
143703
6721.39
Vibrated Cement Concrete of grade M20 (Nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for BODY WALL (BELOW SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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-
-
Road
86
675055
7849.48
Vibrated Cement Concrete of grade M20 (Nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, centering, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants and incidental charges etc., complete as per relevant standard specification for BODY WALL (ABOVE SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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-
-
Road
94.86
920678
9705.66
Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
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-
-
Road
62.5
12693
203.1
Refilling the excavated earth from the available site earth including laying watering and consolidation etc., complete as directed by the departmental officer as per MoRT&H 111, 112, 305
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-
-
Road
171.5
7348
42.85
Box Culvert
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
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-
-
Road
25.12
12213
486.2
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation
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-
-
Road
508.06
100611
198.03
Cement Concrete M15 Grade (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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-
-
Road
28.73
193939
6750.43
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal including cost and conveyance of all materials to site including cost of cement, centering, soft water excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2100 for Base Slab side wall and Deck Slab of Box Culvert
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-
Road
158.32
1968902
12436.22
Supply and fabrication of Fe 500 grade Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
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-
-
Road
11.94
1141965
95610
Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete working at depths, Tools and Plants etc., complete as per relevant standard specification as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 for Wing Wall and Parapet Wall
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-
Road
59.22
560361
9462.37
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 Grade with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
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-
-
Road
30
128304
4276.8
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2905
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-
-
Road
30
7986
266.2
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 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 Carted Earth with compaction for Diversion Road
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-
Road (Lead 9km)
1195.77
349989
292.69
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 (Grade-V)
-
-
-
Road
32.74
81868
2500.58
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
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-
-
Road
112.2
277016
2468.95
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
-
43439229
Add GST at 18%
1
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7819061
Total Value put to Tender
1
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51258290
Difference in Value
1
-
-
Bidder quoted value
1
-
-
Add GST at 18% of Final quoted Value
1
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-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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43439229
-
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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