Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 78,90,000
Costs
EMD
₹ 51,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu 194 Tn No 56 2023 24 Hdo Dated 30 01 2024
Description
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Contact
Tender Id
2024_HWAY_420098_2Bid Award Id
ViewTender No
MDU 194 TN No 56 2023 24 HDO Dated 30 01 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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ROAD A
201.49
42200
209.44
... More
Providing ,laying and compacting Granular Sub Base to compacted thickness with suitable Graded material as per table 400-1/400-2 from any approved source satisfied the required standards and specification including cost and conveyance of all materials to work site mixed in proportion to be designed with the materials to give a CBR value of not less than30 including all labour charges for stacking the materials to department gauge the required proportion spreading the mix sa directed by the Engineer including all incidental charges etc., complete as per MORTH Rev-V (Grading III)
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-
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ROAD A
175.25
387277
2209.86
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Providing ,laying and compacting Granular Sub Base to compacted thickness with suitable Graded material as per table 400-1/400-2 from any approved source satisfied the required standards and specification including cost and conveyance of all materials to work site mixed in proportion to be designed with the materials to give a CBR value of not less than30 including all labour charges for stacking the materials to department gauge the required proportion spreading the mix sa directed by the Engineer including all incidental charges etc., complete as per MORTH Rev-V (Grading V)
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-
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ROAD A
175.25
404760
2309.62
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
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ROAD A
438.11
1156224
2639.12
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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 mechanical means as per clause 502 of MORTH Specification over WMM
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-
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ROAD A
1752.4
131307
74.93
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Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Over Existing Bituminous Course)
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-
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ROAD A
1752.4
29335
16.74
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Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Over Existing Bituminous Course)
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ROAD A
2182.32
52724
24.16
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Providing and laying of Dense Bituminous Macadam of 75 mm thickness shall consist of construction in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade at the rate of 4.5 % by weight of the total mix to serve as b
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-
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ROAD A
87.63
895792
10222.44
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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II
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ROAD A
118.04
1297820
10994.75
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Dismantling of Flexible Pavements and disposal of dismantled materials upto lead of 1000m, stacking servieable and unserviceable materials separately.
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-
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ROAD A
6.13
4401
718
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Vibrated Cement concrete M 15 nominal mix(1:2:4) 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 e
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-
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ROAD A
6.13
43250
7055.57
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Vibrated Cement concrete M 15 nominal mix(1:2:4) 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 e
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-
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ROAD A
9.48
106058
11187.65
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GRAVEL laying for road side berms with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charg
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-
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ROAD A
31.73
16650
524.77
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Dismantling the existing RR / Stone masonry including all labour and other incidental charges etc., complete
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-
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ROAD A
12.79
3292
257.4
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Earth work excavation in all classes of soils except rock requiring blasting depositing on bank,with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and main
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-
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ROAD A
168.69
37803
224.1
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Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools
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-
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ROAD A
23.8
152741
6417.69
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Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork an
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-
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ROAD A
50.39
602310
11952.98
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Supply and fabrication of steel Grade-S - 500 steel requried for all RCC items of works involved in the shcedule including cost of steel cost of fabrication labour charges for cleaning the bars staightening cutting bending tying grills hoisting and placi
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-
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ROAD A
3.62
342812
94804.27
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Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, wor
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-
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ROAD A
15.44
128188
8302.34
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Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, wor
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-
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ROAD A
26.71
265276
9931.72
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Filling with Quary dust below the raft including cost and conveyance of sand to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the mazimum density flooding with water as layers of
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-
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ROAD A
27.63
15649
566.38
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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in
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-
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ROAD A
208
35131
168.9
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Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the department
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-
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ROAD A
52.8
29791
564.24
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Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 150 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT& H specification No. 803
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ROAD A
126.9
112941
890
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Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate/ methy methecrylate/ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light enteing the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also conform to the MORTH circular No RW/ NH.33023/10/97-DO. III dt. 11/06/97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree. Each rflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, ( of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500 kgf.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall supoort a load of 13635kg tested in accordance with ASTN D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete
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ROAD A
138
66240
480
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Proving and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cemX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- |2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as [per IRC 67:2012 . (as per MORT&H Specification No.801) - Retro- Reflectorised Traffic Sings ( Without definition board) Type- IV
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ROAD A
6
30756
5126
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ROAD A
6
27078
4513
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Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting| shall be covered under 10 year warranty issued for field performance and a certified copy of three| years outdoor exposure report shall be obtained as per IRC 67:2012. { as per MORT&H Specification No.801)
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ROAD A
2.7
37910
14041
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Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of | all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) - Hazard Marker Traffic Sings –Type-IV
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ROAD A
6
24000
4000
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a)Providing and fixing LED solar Blinker of dimension not less than 300mm in diameter made of unbreakable polycarbonate body with either amber, red, of bulb colour, wattage should be al 12w and the operating voltage is 12v. The LED bulbs sed should not be less than 176 nos. wilts 5mm pitch with high brightness, with 40 blinks per minute controlled by a micro controller of 12v/10A.The solar blinker is erected on 5.18 meter MS pole of 3-inch diameter and 2.5mm thickness firmly exiled to the ground by means of properly designed foundation and 2.5mm thickness firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, machinery to work site including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the Engineer in charge, etc., complete.
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ROAD A
3
56550
18850
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Solar blinker must be powered by a solar panel with 50w and 14ah SMF batter capacity and a retro reflectorized hazard marker to be used as a back support with red, white, blue LED strip wiring provided for additional visibility, position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the Engineer in charge. etc., complete.
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ROAD A
3
51300
17100
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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
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6685757
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Add GST at 18%
1
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1203436
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Total Value put to Tender
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7889193
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Excess/Less Percentage
1
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Final Value
1
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Add GST at 18% of Final Value
1
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Total Value of Contract Including 18% of GST
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Basic cost of value put to tender as per Estimate
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6685757
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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