Highways Department Tender
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Highways Department Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date9 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 22,16,30,000
Costs
EMD
₹ 11,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two Lane to Four Lane and Strengthening at km 12/0 - 14/0, 35/0 - 37/0 of Thiruvannamalai - Arur road (Via) Thanipadi including Construction of culvert at km 12/10 & 35/6
Description
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Contact
Tender Id
2024_HWAY_499799_1Tender No
TN No 23 2024 25 HDO Dt 29 10 2024 TVM 99Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Bus Lay Bye
238.51
123
29398.74
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 work
7961
26
211921.82
Picking the existing BT surface upto 50mm depth as directed by the departmental officers 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 pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004.
-
-
-
Road work
9231
21
201605.04
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 work (6947.00+9.56)
6956.56
1841
12810366.11
Junction Improvements
28.32
1841
52150.71
Bus Lay Bye
118.51
1841
218233.79
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 work (3537.00+4.76)
3541.76
1930
6836482.24
Bus Lay Bye
60
1930
115815
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 tosite, laying in uniform layers using pavers in SubBase/ 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.
-
-
-
Road work
13281
2101
27904177.86
Junction Improvements
47.21
2101
99191.04
Bus Lay Bye
150.02
2101
315201.02
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5.
-
-
-
Road work
58648
80
4731720.64
Junction Improvements
188.83
80
15234.8
Bus Lay Bye
600
80
48408
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.
-
-
-
Road work
58648
18
1082642.08
Junction Improvements
188.83
18
3485.8
Bus Lay Bye
600
18
11076
Providing and laying Tack Coat over Existing BT surface using 2Kg 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
-
-
-
Junction Improvements
610.39
26
16340.14
Providing, laying 75mm consolidated thick Dense Bituminous Macadam (Gr-I) using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher (more than 5m width). Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5.
-
-
-
Road work
5716
9456
54055125.96
Providing, laying 50mm consolidated thick Dense Bituminous Macadam (Gr-II) using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
-
-
-
Bus Lay Bye
30.02
9657
289912.15
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
-
-
-
Junction Improvements
39.96
8247
329556.51
Providing and laying Bituminous Concrete to 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 (more than 5m width). 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.
-
-
-
Road work
2346
10993
25790938.68
Providing and laying Bituminous Concrete to 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
-
-
-
Junction Improvements
23.97
10466
250883.92
Bus Lay Bye
24
10466
251197.92
Dismantling the Plain Cement Concrete removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
-
-
-
Culvert
96.88
486
47103.06
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.
-
-
-
Culvert
2299.86
289
665510.49
Earth Work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.
-
-
-
Minor Bridge 35/10
483.22
123
59561.7
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 UNDER ABUTMENTS and PIERS.
-
-
-
Minor Bridge 35/10
651.57
411
267873.46
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 retainingwall.
-
-
-
RCC Retainingwall
102.6
123
12646.48
Plain Cement concrete M10 grade (nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification.
-
-
-
Minor Bridge 35/10
32.58
5270
171714.52
RCC Retainingwall
7.6
5270
40056.18
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 Drain, Box Culvert and Wing wall.
-
-
-
Culvert
111.82
5915
661415.3
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 FOOTING OF ABUTMENTS, RETURNS and PIERS.
-
-
-
Culvert
437.11
7934
3468214.33
Minor Bridge 35/10
487.28
6931
3377703.14
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 SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS and PIERS ABOVE SILL.
-
-
-
Minor Bridge 35/10
474.09
8286
3928470.93
RCC Retainingwall
2.7
7667
20702.03
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm 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 Box culvert.
-
-
-
Culvert
592.04
11773
6970430.3
RCC Retainingwall
89.56
11028
987706.19
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 for culvert, retaining walll, bridge.
-
-
-
Culvert
42.93
95609
4104792.79
Minor Bridge 35/10
51.73
95609
4945867.54
RCC Retainingwall
3.3
95609
315510.59
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 formwork, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for tools and plants including all other incidental charges etc., complete for BED BLOCK CUM DIRTWALL.
-
-
-
Minor Bridge 35/10
17.85
12273
219089.12
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 and Safety Kerb.
-
-
-
Minor Bridge 35/10
449.24
11716
5263610.31
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)
-
-
-
Minor Bridge 35/10
156
177
27690
RCC Retainingwall
19.92
177
3535.8
Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete
-
-
-
Minor Bridge 35/10
72.9
653
47632.86
Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. MORTH No. 2600
-
-
-
Minor Bridge 35/10
53.1
110
5841
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.
-
-
-
Minor Bridge 35/10
89.21
1192
106345.46
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.
-
-
-
Minor Bridge 35/10
193.26
277
53598.73
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 AND SAFETY KERB RAMP.
-
-
-
Minor Bridge 35/10
12.98
6301
81794.77
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.
-
-
-
Minor Bridge 35/10
26.83
9013
241822.55
Vibrated reinforced cement concrete M30 Grade (Design mix) using 20mm and below 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 AND OVER APPROACH SLAB.
-
-
-
Minor Bridge 35/10
619.5
656
406893.8
Culvert
385.63
654
252375.55
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 RCC Crash Barrier over Deck Slab.
-
-
-
Minor Bridge 35/10
31.83
17829
567510.44
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.
-
-
-
Minor Bridge 35/10
10
2498
24981
Culvert
4
2498
9992.4
Providing and fixing Class I PVC seepage pipes of 160mm 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).
-
-
-
Minor Bridge 35/10
118
419
49524.6
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 PARAPET.
-
-
-
Minor Bridge 35/10
6.62
10963
72581.42
Refilling behind the retainingwall using excavated soil including cost and conveyance of worksite including labour charges for refilling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
RCC Retainingwall
180.44
42
7731.85
Centre Median
925.65
42
39664.1
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaing of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Centre Median Kerb wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
Centre Median
7480
480
3593466.8
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 frce from streaks and holes etc complete as per MORT&H specification No.803.
-
-
-
Road Furniture
3439.53
890
3061181.7
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 MORTI circular No RW / NH. 33023/10/ 97-DO.I 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 +/-I degree. Each reflector shall have a ClL 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 letc., complete
-
-
-
Road Furniture
3794
480
1821120
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 45cmX15cmX60cm size ineluding 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& Specification No.801
-
-
-
90cm Equilateral triangle
88
5126
451088
60cm Circular Boards
40
4513
180520
90cm Octagon Boards
20
8205
164100
60Cm Equilateral Boards
20
3228
64560
80Cm x 60Cm Rectangular Boards
6
6349
38094
60Cm x 45Cm Rectangular Boards
40
4316
172640
60x60cm square board
2
5184
10368
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 land 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 0.60m 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 45emX45cmX60cm 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 ReJectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC157-2012 The retro- rellective sheeting shall be covered under 7 year warranty issued For field perForinance and a certified copy of three vears 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
7
11491
80437
Rate per sqm (for sign having area more than 0.9 sqm) Type-IV
18
11805
212490
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 em high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 × 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and apnForming to IRC-79 etc., complete (as per MORT&H specification No. 806)
-
-
-
Road Furniture
120
2400
288000
Providing fixing of Median marker double sided made of polycarbonate For impact resistance laininum loa her pact strengive an tun are used in an obamA he eradire, marker seal travel minimum Izod impact strength value of 600 J/m at room 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 em height and width of 10 × 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Te 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
-
-
-
Road Furniture
760
470
357200
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 MORISH Specification No.801)
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-
-
Road Furniture
49
4000
196000
Providing and fixing of retro-Reflectorised cautionary star sign made out of high intensity primatic grade reflective sheeting stricked over CR sheet 0.20 mm / 32.G thickness with black enamel paint firmly fixied with 1 1/2" x 14 G wire nails of size 100 mm x 100 mm.
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-
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Road Furniture
50
90
4500
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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-
-
Road Furniture
21
25000
525000
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision), including painting and numbering etc., and all other incidental charges etc., omplete.
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-
-
Road Furniture
6
2197
13182
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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-
-
Road Furniture
16
574
9194.4
Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising 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 channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge
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-
-
Road Furniture
205
4696
962680
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
187820468
-
Add GST at 18%
1
33807684
-
Total Value put to Tender
1
221628152
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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
-
-
187820468
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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