Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Civil Works Others
Drainage Work
Eprocure
Opening Date9 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 28,05,80,000
Costs
EMD
₹ 14,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road A: Widening from Two Lane to Four Lane and Strengthening at km 5/4 - 9/8 of Arcot-Tindivanam road including Widening of Minor Bridge, Construction and
Description
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Contact
Tender Id
2024_HWAY_499820_1Tender No
TN No 23 2024 25 HDO Dt 29 10 2024 TVM 101Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Road A
13720
123
1691127.2
Road A (Junction Improvement)
381.85
123
47066.83
Road A (Bus Bay)
885.01
123
109086.33
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.
-
-
-
Road A
13720
26
365226.4
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)
-
-
-
Road A
5564
1845
10266470.24
Road A (Junction Improvement)
125.98
1845
232453.26
Road A (Bus Bay)
450
1845
830322
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)
-
-
-
Road A
3709
1934
7173725.26
Road A (Junction Improvement)
45.9
1934
88777.03
Road A (Bus Bay)
300
1934
580242
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/Basecourse 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
-
-
-
Road A (Road)
14731
2132
31409290.89
Road A (Junction Improvement)
209.98
2132
447717.26
Road A (Bus Bay)
750
2132
1599142.5
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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
-
-
-
Road A (Road)
65271
80
5258884.47
Road A (Junction Improvement)
839.89
80
67669.94
Road A (Bus Bay)
3000
80
241710
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion(RS1) per 10sqm 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
-
-
-
Road A (Road)
65271
18
1202291.82
Road A (Junction Improvement)
839.89
18
15470.77
Road A (Bus Bay)
3000
18
55260
Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion(RS1) per 10sqm 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
-
-
-
Road A (Junction Improvement)
1552.75
26
41520.54
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm&below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton 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.(Using more than 5m paver)
-
-
-
Road A
6854
10182
69791814.56
Road A (Junction Improvement)
121.23
10182
1234441.45
Road A (Bus Bay)
150
10182
1527396
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.40 cum of 37.50-13.20mm,0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm&below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton 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.(Using more than 5m paver)
-
-
-
Road A (Junction Improvement)
61.9
8778
543408.96
Providing and laying Bituminous Concrete to 30/40mm 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 bitumenfor 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 crosssections 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 20-30t 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 (Using more than 5m paver)
-
-
-
Road A
2611
10980
28669902.73
Road A (Junction Improvement)
83.32
10980
914889.43
Road A (Bus Bay)
120
10980
1317651.6
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. MORTH No. 111, 112, 202
-
-
-
Road A (For Bridge Work)
11.94
283
3380.69
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Reinforced Cement Concrete. MORTH No. 111, 112, 202
-
-
-
Road A (For Bridge Work)
36.71
4308
158172.38
Earthwork excavation in all classes of soil except soft desigtegrated rock and hard rock not 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 DRESSING THE BED UP TO SILL LEVEL.
-
-
-
Road A (For Bridge Work)
376.34
123
46387.67
Road A (For Retaining Wall Work)
1656
123
204118.56
Earthwork excavation in all class of soil except soft desintegrated rock 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 OF ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A (For Bridge Work)
189
411
77701.68
Earthwork excavation in Soft disintegrated rock not requiring blasting except medium rock 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 OF ABUTMENTS, PIERS AND WINGS.
-
-
-
Road A (For Bridge Work)
19
531
10103.82
Palin Cement concrete of grade M10 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers.
-
-
-
Road A (For Bridge Work)
18.81
5247
98706.79
Road A (For Retaining Wall Work)
103.51
5240
542424.49
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL.
-
-
-
Road A (For Bridge Work)
430.14
6871
2955586.57
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.
-
-
-
Road A (For Bridge Work)
123.82
8180
1012893.41
Vibrated Reinforced Cement Concrete of grade M30(Design mix) using 20mm and below ISS HBG 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 fo DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS
-
-
-
Road A (For Bridge Work)
10.09
12650
127645.97
Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)
-
-
-
Road A (Bridge Work)
43.8
177
7774.5
Road A (Retaining Wall Work)
441
177
78277.5
Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
-
-
-
Road A (For Bridge Work)
17.96
110
1975.6
Vibrated Reinforced 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 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 DECK SLAB.
-
-
-
Road A (For Bridge Work)
49.61
13614
675414.85
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.
-
-
-
Road A (For Bridge Work)
42.48
1368
58144.5
Road A (For Culvert Work)
387.86
1371
531779.33
Road A (For Retaining Wall Work)
702
1360
955204.38
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.
-
-
-
Road A (For Bridge Work)
71.37
314
22471.56
Road A (For Culvert Work)
1516.53
314
477494.64
Supplying and fixing 20mm thick Bitumen pad in 20mm expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc.
-
-
-
Road A (For Bridge Work)
11.63
719
8361.97
Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB
-
-
-
Road A (For Bridge Work)
8.83
6302
55653.55
Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB.
-
-
-
Road A (For Bridge Work)
19.32
9011
174104.5
Vibrated reinforced cement Concrete M30 grade (design mix) using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab.
-
-
-
Road A (For Bridge Work)
396
655
259411.68
Road A (For Culvert)
585.56
655
383641.35
Vibrated Reinforced cement concrete of grade M40 (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 Inner Crash Barrier.
-
-
-
Road A (For Bridge Work)
7.2
18002
129620.45
Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including 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 as per standard specification for PCC PARAPET OVER WINGS.
-
-
-
Road A (For Bridge Work)
5.46
11476
62660.87
Road A (Retaining Wall)
59.65
10662
636019.32
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.
-
-
-
Road A (For Bridge Work)
4
2498
9992.4
Supply and fabrication of STEEL grade Fe500D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
-
-
-
Road A (For Bridge
11.02
95609
1053614.16
Road A (For Culvert)
66.37
95609
6345109.2
Road A (For Retaining Wall Work)
47.81
95609
4571461.64
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain cement concrete. MORTH No. 111, 112, 202
-
-
-
Road A (For Culvert)
86.57
486
42090.33
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Culverts.
-
-
-
Road A (For Culvert)
2492.44
289
721237.36
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
-
-
-
Road A (For Culvert)
185.5
5923
1098850.06
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard 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 Box culvert.
-
-
-
Road A (For Culvert)
915.56
11559
10583782.04
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
-
-
-
Road A (For Culvert)
686.85
7730
5309556.56
Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)
-
-
-
Road A (For Culvert)
180.53
203
36665.64
Vibrated Reinforced 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 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. RETAINING WALLS.
-
-
-
Road A (Retaining Wall)
1037.44
11333
11757390.52
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.
-
-
-
Road A
8788.85
466
4096658.76
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and
basement.
-
-
-
Road A
1248.9
42
53515.37
Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous surface.
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.
-
-
-
Road A
4295.08
890
3822621.2
Road Markers / Road Stud with Lens Reflector 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
-
-
-
Road A
3724
480
1787520
Retro - Reflectorised Traffic Signs (without definition board) Type - IV
Providing 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 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 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 . (asper MORT&H Specification No.801)
-
-
-
90cm Equilateral triangle
61
5126
312686
60cm Circular Boards
12
4513
54156
90cm Octagon Boards
8
8205
65640
60Cm Equilateral triangle Boards
4
3228
12912
80Cm x 60Cm Rectangular Boards
10
6349
63490
60Cm x 45Cm Rectangular Boards
75
4316
323700
60x60cm square board
10
5184
51840
Direction and Place Identification Signs - Type - IV 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 thickAluminium 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 0.6Om 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)
-
-
-
Rate per sqm (for sign having area upto 0.9 sqm) Type-IV
10.8
11491
124102.8
Rate per sqm (for sign having area more than 0.9 sqm) Type-IV
20.52
11805
242238.6
Road Delineators
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806)
-
-
-
Road Delineators
67
2400
160800
Rigid Median Marker
Providing fixing of 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.
-
-
-
Rigid Median Marker
1202
470
564940
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 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) 30cm x 90cm rectangular.
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Hazard Marker Traffic Signs
69
4000
276000
Star Sign Sticker Providing and fixing of Retro - Reflectorised cautionary Star Sign made out of High Intensity Prismatic Grade reflective Sheeting sticked over CR sheet 0.20 mm / 32 G thickness with black enamel paint firmly fixed on the trees with 1 1/2 "x 14 G wire nails of size 100 mm x 100 mm
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Star Sign Sticker
116
90
10440
Digitally Printed Retro Reflectorized Overhead Cantilever Gantry Informatory Sign Board
Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type Xl 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 meters 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 l200mm x l200mm x 25mm and MS Top plate of size 900rnm 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 l000mm 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.
Digitally printed Retro Reflectorized over head Cantilever Gantry Informatory Sign Board of size 5.00m x 1.80m
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Overhead Cantilever Gantry Informatory Sign Board
4
540490
2161960
Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W”,Single Guard)1.80m high, comparising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ground level fixed on ISMC Series Channal vertical post 150x75x5mm spaced 2M centre to centre,312mmx83mm flange width 3mm thick,4318 mm long post directly embeded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground .All fixing bolts and nuts hot dip galvanised confirming to IS:1367 clause 4.60 all completed as per Techinical Specification of IRC 119 2015 and as directed by the engineer-in-Charge
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Single sided Single Guard Metal Beam
865
4696
4062040
Digitally Printed Retro Reflectorized Overhead Gantry Informatory Sign Board Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign 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 meters 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 & 44x 130 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.
Digitally Printed Retro Reflectorized over head Gantry Informatory Sign Board
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Overhead Gantry Informatory Sign Board
2
1015160
2030320
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
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Solar powered Traffic Blinkers
10
25000
250000
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
237778633
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Add GST at 18%
1
42800154
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Total Value put to Tender
1
280578787
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Quoted value
1
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Final Quoted Value
1
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Add GST at 18% of Final Quoted 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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237778633
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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