Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Nov 2024
Closing Date27 Nov 2024
Tender Amount₹ 2,07,60,000
Costs
EMD
₹ 1,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 11 Papanasam(h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_500692_6Bid Award Id
ViewTender No
TN.NO.50/2024-25 TCTender 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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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, 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 Boxing
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-
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Road-A
1975.7
123
243524.78
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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
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-
-
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Road-A
841.82
2630
2214357
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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
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-
-
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Road-A
323.78
2723
881967.01
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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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-
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Road-A
1109.45
2809
3116511.62
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Road-B
60.75
2809
170650.4
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using Pressure distributor as per clause 502- over WMM as per MORT&H Rev. V specifications No.111, 112, 502, 900.
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-
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Road-A
6237.75
81
509624.18
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Road-B
303.75
81
24813.34
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORT&H Rev. V specifications No.111, 112, 503, 900.
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-
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Road-A
6237.75
18
117581.59
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Road-B
303.75
18
5725.69
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Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.
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-
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Road-B
14.94
4290
64095.44
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared BT surface cleaned with mechanical broom as per clause 503 - over the BT surfaces as per MORT&H Rev. V specifications No.111, 112, 503, 900.
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-
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Road-A
3261.25
27
88314.65
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Road-B
5696.25
27
154254.45
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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
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-
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Road-A
311.9
10631
3315996.04
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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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-
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Road-B
47.64
9179
437290.42
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Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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.
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-
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Road-A
284.98
11437
3259515.75
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Road-B
180
11437
2058786
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Forming and raising the berms / formation of embankment with carted earth having CBR not less than 8 with a lead of 30 km from the available source to work site including cost of earth conveyance charges and filling levelling to the lines, grades and cross sections, compaction by approved means complying with standard specification as shown in the drawings or as indicated by the engineer (for raising berms) MORT&H Vth Rev. 111, 112, 201, 301, 305 and 900 (for raising berms)
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-
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Road-B
317.27
523
166220.93
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Refilling of berms on both sides of carriageway by using exess box cut earth available at site with consolidation by power roller compaction and in accordance with the specifications and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH.
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-
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Road-A
240
26
6398.4
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Earth work 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 deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation
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-
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Road-A
215.34
246
53085.62
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Cement Concrete of grade M10 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
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Road-A
5.38
6036
32473.73
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Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal, using M-Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all height including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for - Wing wall and Parapat wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
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Road-A
53.99
9430
509135.42
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Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.
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-
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Road-A
25
4276
106920
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Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers, as per standard specifications.
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-
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Road-A
25
266
6655
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Stone Dust Filling around the pipes in between the body wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev., 2907 For Culvert
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-
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Road-A
23.59
586
13844.26
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Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. MORTH 111 112 202
a) Dismantling brick masonry in Cement Mortar
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-
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Road-A
27.47
283
7777.86
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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
17589571
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Add GST at 18%
1
3166123
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Total Value put to Tender
1
20755694
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Quoted Percentage
1
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Quoted Value
1
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Add GST at 18% of Final Quoted Value
1
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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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-
17589571
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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Quoted Rate in Words
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Evaluation Notes How It Works ?
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