Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date12 Feb 2024
Closing Date27 Feb 2024
Tender Amount₹ 2,82,50,000
Costs
EMD
₹ 1,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cridp 2023-24-road Safety Works-vpm-139
Description
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Contact
Tender Id
2024_HWAY_421765_1Bid Award Id
ViewTender No
TN.No48/2023-24/HDO/06.02.2024Tender 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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Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202
125
2483
19.87
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Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
1715.6
3212203
1872.35
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Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900
7012.47
527057
75.16
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Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.
7012.47
118089
16.84
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Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900
11364
275349
24.23
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 0.30 kg per sqm of Bitumen Emulsion (RS1) 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-5 111, 112, 503, 900
174.36
3345
19.19
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Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BM (Grade-II) as per MORTH No. 111, 112, 504 900 for Strip Patches
55.33
440810
7966.94
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Providing and laying Dence Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-I) as per MORTH No. 111, 112, 505, 900
531.02
4635698
8729.8
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Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
556.81
5690041
10219
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Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of 6 km including conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900
773.19
182766
236.38
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Box Culvert
-
-
-
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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 RR Masonry as per MORTH No.111,112,202
13.05
3359
257.4
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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
871.76
195361
224.1
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Vibrated Cement Concrete M15 Grade (Nominal Mix) using 40mm ISS size HBG metal with M-Sand 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
14.95
86823
5807.61
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Supply and fabrication of Fe 550 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
8.1
767920
94805
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal with M-Sand 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 Box Culvert
121.59
1262265
10381.33
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Vibrated Cement Concrete of grade M20 (nominal mix) using 40mm HBG metal with M-Sand 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
294.96
1852797
6281.52
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Providing and fixing seepage pipes of 110mm PVC pipes ofrequired lengths for abutments and wings including cost andconveyance of all materials to worksite, cost and labour for900mm dia semi-spherical backfill arrangements with 100mm sizebroken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill in the Abutments and wings
68
13810
203.1
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Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of 6km including conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900
271.37
64146
236.38
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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
10
38880
3888
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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
10
2420
242
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Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
19.13
35818
1872.35
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Well Protective Wall
-
-
-
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Earthwork excavation in all classes of soils except hard rock requiring blasting & depositing on bank with allleads & lifts as per SS20B, including cost of all labour, equipments and allincidental charges such and disposal of all materialsetc.,complete as per relevent standard specification for FOUNDATION as per MoRTH No.111, 112, 304
112.5
12605
112.05
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Plain Cement Concrete of grade M15 (nominal mix 1:2:4) using 40mm HBG metal including cost andconveyance of all materials to site and cement at site including cost of formwork, soft water, labour charges for mixing,transporting,laying & curing concrete working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds cofferdams, horing, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW RETAINING WALL FOUNDATION as per MoRTH No.111, 112, 900, 1000, 1500, 1700, 2100
18.75
107977
5758.78
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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 (BELOW SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
37.5
236343
6302.49
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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 (Above sill level) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
110.63
710520
6422.49
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Providing and fixing seepage pipes of 110mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labourfor 900mm dia semi-spherical backfill arrangements with 100mm sizebroken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill.
98
19903
203.1
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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 Cl.No.111, 112, 305
95.63
2421
25.32
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Providing and laying Carted Earth having minimum CBR of 10 with an additional lead of 6 km including conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900.
1310.38
309747
236.38
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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
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23934396
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Add GST at 18%
1
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4308191
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Total Value put to Tender
1
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28242587
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Difference in Value
1
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-
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Bidder quoted value
1
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-
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Add GST at 18% of Final quoted Value
1
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-
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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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23934396
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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