Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Civil Works Others
Eprocure
Opening Date15 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 21,63,40,000
Costs
EMD
₹ 10,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two Lane to Four Lane and Strengthening at km 37/0 - 41/0 of Chittoor-Thiruthani Road including Construction of Drain, Center median, Retaining
Description
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Contact
Tender Id
2024_HWAY_500471_1Tender No
TN.36/Sl.No.03/TVLR Div/CRDIP 2024-25Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Sub Work (viii - Paver Block)
1711.32
123
210937.3
Providing compaction for embankment /makingup of low berms using the available boxcut 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 Morth Rev (V)
-
-
-
Main work
6415
26
170895.6
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 vibratory soil compactor, watering, includingall hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. For embankment / sub grade by using CBR : 8 & Lead: 10.
-
-
-
Main work
1288
341
440135.36
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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 (Filter/ Separation Layer at Bottom)
-
-
-
Main work
6237
2229
13907699.19
Sub Work (vii - Bus lay bys, Branch road)
603
2229
1344611.61
Sub Work (viii - Paver Block)
420.82
2229
938373.89
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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 (Drainage Layer at Top)
-
-
-
Main work
3371
2320
7823686.48
Sub Work (vii - Bus lay bys, Branch road)
326
2320
756606.88
Sub Work (viii - Paver Block)
280.55
2320
651122.88
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.
-
-
-
Main work
8428
2434
20522095.72
Sub Work (vii - Bus lay bys, Branch road)
959
2434
2335155.41
Sub Work (viii - Paver Block)
701.36
2434
1707804.59
Providing and laying Prime Coat over WBM/ 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 per Clause 502 of MORTH Rev-5
-
-
-
Main work
33710
80
2716014.7
Sub Work (vii - Bus lay bys, Branch road)
4703
80
378920.71
Providing and laying Tack Coat over WBM/ 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
-
-
-
Main work
33710
18
620938.2
Sub Work (vii - Bus lay bys, Branch road)
4703
18
86629.26
Providing and laying Tack Coat over Existing BT surface using 2 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
-
-
-
Main work
26024
26
695881.76
Sub Work (vii - Bus lay bys, Branch road)
507
26
13557.18
Providing, laying75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hotmixplant 20-30ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5.
-
-
-
Main work
3034
9252
28072509.76
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 VG40 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
-
-
-
Main work
481
8567
4121092.56
Sub Work (vii - Bus lay bys, Branch road)
235
8567
2013423.6
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 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 the min required temperature in central hot mix plant 20-30ton 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 8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic(more than 5m width),Vibratory/Pneumatic 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
-
-
-
Main work
2390
11281
26962259.2
Sub Work: (i) Construction of drain at Km 38/2 – 38/6 of Chittoor - Tiruttani Road (SH54).
(ii) Construction of Kerb type median at Km 37/0 – 41/0 of Chittoor - Tiruttani Road (SH54).
(iii) Construction of Retaining wall at Km 40/6 – 40/850 of Chittoor - Tiruttani Road (SH54).
(iv) Widening of Box Culvert at Km 37/10, 38/6, 39/8, 40/2, 40/4, 40/8 & 40/10 of Chittoor - Tiruttani Road (SH54).
(v) Reconstruction of Double CELL Box Culvert of 2x2 At Km 36/10 of Chittoor - Tiruttani Road (SH-54).
(vi) Reconstruction of Single CELL Box Culvert of 2x2 At Km 37/6 of Chittoor - Tiruttani Road (SH-54).
(vii) Providing Bus lay bys, Branch road in between Km 37/0 - 41/0 of Chittoor - Thiruthani Road (SH54).
(viii) Providing Paver Block at km 38/260 - 38/510 of Chittoor-Thiruthani Road.
(ix) Providing Road Furniture for km 37/0 - 41/0 of Chittoor-Thiruthani Road.
-
-
-
Dismantling the the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
Sub Work ( iv - Widening of Box Culvert)
229.71
486
111685
Sub Work ( v - Reconstruction of Double CELL)
36.63
486
17809.51
Sub Work ( vi - Reconstruction of Single CELL)
20.97
486
10195.61
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specification for foundation
-
-
-
Sub Work ( i - Construction of drain )
896
290
259840
Sub Work ( iii - Construction of Retaining wall)
1200.96
290
348278.4
Sub Work ( iv - Widening of Box Culvert)
382.77
290
111003.3
Sub Work ( v - Reconstruction of Double CELL)
113.58
290
32938.2
Sub Work ( vi - Reconstruction of Single CELL)
85.19
290
24705.1
Filling with Quarry fines including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course.
-
-
-
Sub Work ( i - Construction of drain )
56
233
13048
Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation.
-
-
-
Sub Work ( i - Construction of drain )
56
5973
334488
Sub Work ( iii - Construction of Retaining wall)
80.06
6005
480760.3
Sub Work ( iv - Widening of Box Culvert)
64.18
5987
384287.38
Sub Work ( v - Reconstruction of Double CELL)
22.67
5942
134705.14
Sub Work ( vi - Reconstruction of Single CELL)
16.04
5957
95550.28
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain.
-
-
-
Sub Work ( i - Construction of drain )
327.28
14215
4652285.2
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700, 2200, 2300.
-
-
-
Sub Work ( iv - Widening of Box Culvert)
242.27
12165
2947258.16
Sub Work ( v - Reconstruction of Double CELL)
139.18
11591
1613235.38
Sub Work ( vi - Reconstruction of Single CELL)
76.93
12149
934622.57
Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per Morth Rev (V) specifications No.1600
-
-
-
Sub Work ( i - Construction of drain )
17.5
95610
1673175
Sub Work ( iv - Widening of Box Culvert)
17.17
95610
1641623.7
Sub Work ( v - Reconstruction of Double CELL)
9.15
95610
874831.5
Sub Work ( vi - Reconstruction of Single CELL)
5.26
95610
502908.6
Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position.
-
-
-
Sub Work ( i - Construction of drain )
70
569
39830
Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750 mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete
-
-
-
Sub Work ( i - Construction of drain )
70
2971
207970
Picking the existing BT surface and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and incidental charges etc., complete as per standard specifications as per MORT&H Rev. V specifications No. 111, 112, 202
-
-
-
Sub Work ( ii - Construction of Kerb type median )
4709.66
21
102858.97
Sub Work (vii - Bus lay bys, Branch road)
482.16
21
10530.37
Filling Carted Earth in between gap for median above road level with average lead of 1km approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, greaded and compacted as per CL:407 of MORTH
-
-
-
Sub Work ( ii - Construction of Kerb type median )
1110.59
178
197685.02
Sub Work ( iii - Construction of Retaining wall)
892.75
178
158909.5
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
-
-
-
Sub Work ( ii - Construction of Kerb type median )
7862.62
472
3711392.52
Manufacturing, Supplying and Fixing of Stainless Steel Hand rails Over Kerb using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
-
-
-
Sub Work ( ii - Construction of Kerb type median )
2160
5536
11957760
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 (for Retaining wall Below Sill level).
-
-
-
Sub Work ( iii - Construction of Retaining wall)
768.3
7141
5486430.3
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 (for Retaining wall Above Sill level).
-
-
-
Sub Work ( iii - Construction of Retaining wall)
444.6
9252
4113439.2
Providing and fixing PVC Seepage Pipes of 110mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill
-
-
-
Sub Work ( iii - Construction of Retaining wall)
468
203
95050.8
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Wing wall and Parapet as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Sub Work ( iv - Widening of Box Culvert)
347.36
7930
2754832.27
Sub Work ( v - Reconstruction of Double CELL)
60.09
7788
467980.92
Sub Work ( vi - Reconstruction of Single CELL)
53.41
7890
421404.9
Vibrated cement concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB.
-
-
-
Sub Work ( iv - Widening of Box Culvert)
143.39
660
94640.27
Sub Work ( v - Reconstruction of Double CELL)
97.27
656
63867.48
Sub Work ( vi - Reconstruction of Single CELL)
50.18
657
33008.4
Supply and Fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300 mm beyond the bottom of deck slab as shown in the drawing including cost and conveyence of G.I pipes and flats and fixing them in position , etc., complete as per cl2705 of MORT&H specification.
-
-
-
Sub Work ( v - Reconstruction of Double CELL)
4
2498
9992.4
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 VG40 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
-
-
-
Sub Work (vii - Bus lay bys, Branch road)
156
10754
1677694.2
Supplying and laying of TAMIN Paver Block of size 80mm thick (Supply at site) over a base of crushed stone filling including cost and conveyance of all materials to worksite, including all labour charges for laying, compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification.
-
-
-
Sub Work (viii - Paver Block)
2805.44
1569
4404428.58
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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.
-
-
-
Sub Work (ix - Road Furnitures)
3458.4
890
3077976
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic 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 MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector 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+/- 2 mm) 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 support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete.
-
-
-
Sub Work (ix - Road Furnitures)
3589
480
1722720
Hazard Marker Traffic Signs - Type-IV - 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 MIS 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).
-
-
-
Sub Work (ix - Road Furnitures)
33
4000
132000
Providing and erecting of Direction and Place Identification Retro-reflectorised 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 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 charges. High intensity Retro Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be coverd 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).Direction and Place Identification Signs - Type-IV Rate per Sqm (for sign having area upto 0.90 Sqm) Type-IV.
-
-
-
Sub Work (ix - Road Furnitures)
21.6
11805
254988
Providing and Fixing of Retro - Refletorised Cautionary, Mandatory and Informatory signs (without deflinition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm 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 costand conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years 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 MORTH & H Specification No. 801).
-
-
-
Sub Work (ix - Road Furnitures)
90 cm equilateral triangle
46
5126
235796
Sub Work (ix - Road Furnitures) 90 cm octagon.
10
8205
82050
Sub Work (ix - Road Furnitures) 60 cm circular.
10
4513
45130
Sub Work (ix - Road Furnitures) 60 cm x 45 cm rectangular.
23
4316
99268
Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 Meter.s along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, 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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Sub Work (ix - Road Furnitures)
6
540490
3242940
Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification
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Sub Work (ix - Road Furnitures)
1600
470
752000
Supply and fixing of KiloMeter stone of standard design and drawing as per IRC:8-1980 (second revision), including painting and numbering etc., and all other incidental charges etc., complete
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Sub Work (ix - Road Furnitures)
10
2197
21970
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete
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Sub Work (ix - Road Furnitures)
32
574
18388.8
Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, 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. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6.90 of IRC 67-2012. The retro reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m
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Sub Work (ix - Road Furnitures)
10
157550
1575500
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
183329076
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Add GST at 18%
1
32999234
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Total Value put to Tender
1
216328310
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Quoted value
1
-
-
Final 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
-
-
183329076
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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