Highways Department Tender
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Highways Department Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 72,85,000
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_496188_1Bid Award Id
ViewTender No
TN.No.46/2024-25/HDO Dt.18.10.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road B
12.42
486
6038.6
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
-
-
-
Road A
113.22
246
27910.99
Road B
113.15
246
27893.74
Plain Cement Concrete M15 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 Levelling course as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A
7.18
6633
47629.18
Road B
7.6
6611
50248.46
Vibrated Cement Concrete of grade M20 (Nominal mix) using40mm HBG metal with M-Sand 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 FOUNDATION OF WING WALLS (BELOW SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A
6.77
8530
57752.7
Road B
13.63
8115
110611.27
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG metal with M-Sand 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 SUB STRUCTURE OF WING WALL AND PARAPET (Above sill level) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
-
-
-
Road A
9.08
10131
91992.2
Road B
14.5
9715
140880.55
Vibrated Reinforced Cement Concrete M25 Grade (Design Mix) using ISS graded HBG metal with M-Sand including cost and conveyance of all materials to site excluding cost and fabrication of steel but including cost ofcement, formwork and centering, 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, 2200 for Bottom Slab, Side wall Top Slab of Box culvert
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-
-
Road A
36.76
13073
480599.14
Road B
24.25
13062
316769.26
Supply and fabrication of Fe 500 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
-
-
-
Road A
2.52
95610
240937.2
Road B
1.63
95610
155844.3
Filling behind with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No. 111,112, 305, 900
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-
-
Road A
34.52
449
15521.57
Road B
27.83
484
13489.76
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
-
-
-
Road A
11.52
203
2339.71
Road B
11.7
203
2376.27
Diversion road
-
-
-
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. Formation at diversion road . Lead =10 km
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-
-
Road B
218.75
306
67018.44
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 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all matrials 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 B
7.5
4276
32076
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.2900
-
-
-
Road B
7.5
266
1996.5
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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 toacheive 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
-
-
-
Road B
16.88
2223
37529.14
APPROACH ROAD
-
-
-
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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 toacheive 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
-
-
-
Road A
63
2249
141743.7
Road B
41.52
2223
92311
Providing and laying Prime Coat over 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
-
-
-
Road A
420
81
34146
Road B
276.8
81
22503.84
Providing and laying Tack Coat over 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
-
-
-
Road A
420
18
7854
Road B
276.8
18
5176.16
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
-
-
-
Road A
22.05
21
466.36
Road B
13.86
21
293.14
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 BM (Grade-II)
-
-
-
Road A
22.1
8446
186667.65
Road B
14.53
8417
122299.88
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 BC (Grade-II)
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-
-
Road A
13.26
10640
141099
Road B
8.72
10611
92531.23
Drain
-
-
-
Earthwork excavation in all classes of soil except hard rock requiring blasting in layers not exceeding the limits as specified in the specifications including laying, watering and consolidation etc., complete as directed by the Engineer for SS20B for drain as per MORTH No.111,112,304,900
-
-
-
Road A
336
123
41415.36
Plain 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 Levelling course as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A
28
6644
186047.68
Vibrated Reinforced Cement Concrete M25 Grade (Design Mix) using ISS graded HBG metal with M-Sand including cost and conveyance of all materials to site excluding cost and fabrication of steel but including cost ofcement, formwork and centering, 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, 2200 for Bottom Slab, Side wall Top Slab of Drain
-
-
-
Road A
152.56
15592
2378832.99
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 A
8.15
95610
779221.5
Providing and fixing of M.S Gratings of 300x200mm size with M.S flats of 25x10 mm for inner braces with mild steel grating and fixing them in position .
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-
-
Road A
18
569
10242
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
6171337
-
Add GST at 18%
1
1110841
-
Total Value put to Tender
1
7282178
-
Difference in Value
1
-
-
Bidder quoted value
1
-
-
Add GST at 18% of Final quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
6171337
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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