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₹ 1,38,30,000
Costs
EMD
₹ 80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu 180 Tn No 53 2023 24 Hdo Dated 24 01 2024
Description
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Contact
Tender Id
2024_HWAY_419829_2Bid Award Id
ViewTender No
MDU 180 TN No 53 2023 24 HDO Dated 24 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
229.53
489057
2130.69
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing Open 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 power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material.
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-
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ROAD A
424.63
946844
2229.81
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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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-
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ROAD A
573.83
1459370
2543.21
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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
2295.3
172124
74.99
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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 bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
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-
-
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ROAD A
2295.3
38492
16.77
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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 bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over Bituminous surfaces.
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-
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ROAD A
1829.71
44242
24.18
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Dense Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7).
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-
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ROAD A
114.76
1160352
10111.12
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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-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
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ROAD A
123.75
1347049
10885.25
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Dismanting the existing RR Masonry culvert in the existing Parapet and Body wall , Abutment and wings and clearing away from the site & carefully stacking the use full materials for reuse on the road side as directed by the departmental officers etc., complete. SI NO-13
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ROAD A (Box Culvert)
12.8
3294
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 maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation,For Box Culvert and Wing wall
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-
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ROAD A (Box Culvert)
279.47
62629
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 and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE for BOTTOM SLAB & Wing Wall
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-
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ROAD A (Box Culvert)
36.78
237506
6457.49
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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 and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete -for BOX CULVERT
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-
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ROAD A (Box Culvert)
108.57
1301001
11983.07
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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 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 per standard specification. 1000 1600
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-
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ROAD A (Box Culvert)
7.66
725821
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, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for Below sill - WING WALL
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-
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ROAD A (Box Culvert)
21.06
179302
8513.87
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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, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for Above Sill -WING WALL AND PARAPET
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-
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ROAD A (Box Culvert)
38.52
394793
10249.05
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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 built-up to the bottom level inclusive all other incidental charges such as baling out water, forming protective bunds, cofferdams etc., complete.
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ROAD A (Box Culvert)
65.97
38595
585.04
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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 the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using carted earth with a lead of 2 km. having CBR value of more than 8 ( DIVERSION ROAD )
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ROAD A (Box Culvert)
370.5
67586
182.42
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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 departmental engineers for making For diversion road
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-
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ROAD A (Box Culvert)
94.05
60079
638.8
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Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectising glas beads @ 250gms. Per area thickness of 2.5mm is exclusive of surface applied glas beads as per IRC : 35 the finished surface to be level uniform and free from streacks and holes etc complete as per MORT&H specification No.803
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ROAD A
290.8
258812
890
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Providing and fixing reflective road studs of ‘category B’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with cube corner reflective lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MOST circular No RW / NH. 33023/10/ 97-DO.III dt 11.06.97 and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MOST circular and two integrated cylindrical shanks of not less than 20 mm diameter and not less than 30 mm length shall be provide for better anchorage.
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ROAD A
320
153600
480
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Providing and erecting direction and place identification Retro Reflective sign made out of High Intensity Prismatic Grade Sheeting confirming Type IV Standards of IRC 67- 2012 and ASTM D 4956-09,specification and fixed over 2 mm thick Aluminum sheet fixed over a back supporting frame of 25mmX 25mmX3mm mild steel angle supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground to the bottom level of the sign borad and 0.60m below ground level. The sing 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 45x45x60 cm size including cost and conveyance of all materials equipment machinery and labour with all leads and lifts, loading charges nwcessary for satisfactory completion of the 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)
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-
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ROAD A
4.32
50997
11805
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Provinding and erecting of Retro- reflective Cautionary, Mandadary and Informatory signs ( With out 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 Aluminiumsheet 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 painted as per IRC 67: 2012 and firmly fixed to the ground by means of properly designed foundation with M 15 Grade cement concrete 45cm x45cmx60cm size including cost and conveyance of all materials, equipments, 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 years warrenty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012. (as per MORTH &H specification No .801)
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ROAD A - 90Cm. equilateral triangle Board
12
61512
5126
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ROAD A - 60Cm Circular Board
10
45130
4513
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ROAD A - 60Cm x 45Cm Rectangular Board
28
120848
4316
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ROAD A - 90 cm Octogon Board
2
16410
8205
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Providing -and Erecting of Retro - Reflectorised Hazzard Marker traffic sign made out of high intensity prismatic grade sheeting conforming to Type IV Stanndards of IRC :67-2012 and ASTM D 4956-09 Specification and fixed over 2 mm thickaluminium sheet fixed over a back supporting frame of 25X25X3mm Mild steel angle supported on a mild steel angle angle post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cmx 45 cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges nwcessary for satisfactory completion of the 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)
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ROAD A
6
24000
4000
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Supply and installation of Delineators (Roadway indicators, zaxard markers, object markers), 80-100 cm above ground level, painted Bloack and White in 15 cm. wide strips, fitted with 80 x 100 mm. rectangular or 75mm dia circular reflectorised panes at the lop, buried or pressed in to the ground and conforming to IRC 79:79 etc., complete ( as per MORT & H specification No. 805).
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-
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ROAD A
15
36000
2400
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Providing and fixing LED solar blinker of dimension not less than 300mm in diameter made of unbreakable poycarbonate body with either amber, red, of bulb colour , wattage should be at 12 w and the operating voltage is 12V. The LED bulb used should not be les than 176nos. wilts 5mm pitch with high brighness, with 40 blinks per miniute conrolled by a micro controller of 12v/5A. The solar blinker must be powered by a solar panel with 40W and 7h SMF batter capaity and a retro reflectorized hazard marker to be used as a back supporot with LED strip wiring provided for additional visibility. The solar blinker is erected on a meter MS pole powder coated pipe of 3 inch diameter and 2.5mm thicness 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 lift, loading charges and necessary for statisfactory completion of the work as directed by the engineer in charge, etc., complete.
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-
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ROAD A
2
37700
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 tto be used as a back support with red, white, blue LE Strip wiring provided for additional visibility position with all leads and lifts loading charges and necessary for satisfactory completion fo the work s directed by the engineer in charge etc. complete.
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-
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ROAD A
2
34200
17100
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Providing and Erecting Single sided Double Guard rail system comprising of 3mm thick all "W" berams posts and spacer channels shall be made by cold roll forming, using HR coils confirm to IS 5986 Fe410/360. And dip galvanized having Zic mass of 550gms/sqm minimum 95mm above road/ground level, fixed on ISMC series channel vertical post 150x75x5mm spaced 2M centre to centre, 312mm x 83mm flange width x3mm thick, 4318mm long post directly embedded in the concrete (M20) pit size 350 x350 x 800mm for a length of 750mm below ground. All fixing bolts and nuts hit dip galavanized confirming to IS:1367 clauses 4.60 all completed as per Technical Specifications and as directed by this Engineer - in - Charges.
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ROAD A
128
832000
6500
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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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11720060
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Add GST at 18%
1
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2109611
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Total Value put to Tender
1
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13829671
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Excess/Less Percentage
1
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Final Value
1
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-
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Add GST at 18% of Final Value
1
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Total Value of Contract Including 18% of GST
1
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Basic cost of value put to tender as per Estimate
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11720060
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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