Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 7,38,70,000
Costs
EMD
₹ 3,81,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 02 2024 25 Hdo Dt 14 08 2024 Tvm 8
Description
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Contact
Tender Id
2024_HWAY_477041_1Bid Award Id
ViewTender No
TN No 02 2024 25 HDO Dt 14 08 2024 TVM 8Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Box Cutting inluding conveyance of sut earth away from the site with average lead
-
-
-
Road A (For Road Work)
4655.74
573866
123.26
Road B (For Road Work)
1414.96
174407
123.26
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 of Bottom)
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-
-
Road A (For Road Work)
1095.88
1935280
1765.96
Road B (For Road Work)
627.05
1099068
1752.76
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)
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-
-
Road A (For Road Work)
913.23
1693986
1854.94
Road B (For Road Work)
519.62
957004
1841.74
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 (For Road Work)
2283.07
4867939
2132.19
Road B (For Road Work)
1299.08
2769885
2132.19
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 for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
-
-
-
Road A (For Road Work)
9132.3
741816
81.23
Road B (For Road Work)
5196.25
422091
81.23
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg 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 (For Road Work)
9132.3
170591
18.68
Road B (For Road Work)
5196.25
97065
18.68
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 (For Road Work)
6715
180902
26.94
Road B (For Road Work)
5961.41
160600
26.94
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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 per Clause 503 of MORTH Rev-5
-
-
-
Road A (For Road Work)
112.7
2380
21.12
Road B (For Road Work)
19.6
413
21.12
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum 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.
-
-
-
Road A (For Road Work)
833.01
7780579
9340.32
Road B (For Road Work)
238.71
2229627
9340.32
Providing, laying 50mm consolidated thick Dense Bituminous Macadam 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 VG30 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
-
-
-
Road B (For Road Work)
140.46
1383567
9850.26
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
-
-
-
Road A (For Road Work)
285.71
2460837
8613.06
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 Roller 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
-
-
-
Road A (For Road Work)
631.48
6908978
10940.93
Road B (For Road Work)
335.54
3671119
10940.93
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 VG30 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
-
-
-
Road B (For Road Work)
84.27
897846
10654.4
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 (For Road Work)
434.26
11560
26.62
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 power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling. clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up low berms using Carted earth with an average lead of 1 Km
-
-
-
Road B (For 95% Compaction)
6810.26
1489335
218.69
Road B (For 97% Compaction)
4262.91
942785
221.16
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) (1.17+7.92)
9.09
4419
486.2
Road B (For Culvert) (2.21+1.17)
3.38
1643
486.2
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) (193.04+677.30)
870.34
251850
289.37
Road B (For Culvert) (59.90+231.47)
291.37
84313
289.37
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 Pipe Culverts.
-
-
-
Road B (For Culvert)
405.25
99902
246.52
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 Drain.
-
-
-
Road B (For Drain)
435.6
72357
166.11
Plain Cement Concrete of grade M10 (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 Culvert & Drain.
-
-
-
Road B (For Culvert) (1.93+10.75)
12.68
66271
5226.43
Road B (For Drain)
27.6
144249
5226.43
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) (10.69+24.80)
35.49
210819
5940.26
Road B (For Culvert)
11.17
65912
5900.83
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 (For Center median)
2001.88
934177
466.65
Road B (For Center median)
157
73019
465.09
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.
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-
-
Road A (For Culvert) (62.59+86.48)
149.07
1207729
8101.76
Road B (For Culvert) (19.12+78.04+102.91)
200.07
1698016
8487.11
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) (36.42+168.95)
205.37
2353585
11460.22
Road B (For Culvert)
39.42
479787
12171.17
Road B (For Drain)
178.8
2501521
13990.61
Vibrated Reinforced Cement Concrete M25 Design mix, using 20mm & 12mm ISS HBG graded metal including cost of Cement including Cost and fabrication of steel, including centering and strutting charges, including labour charges for mixing, transporting, laying and curing of concrete, Centre Median of size 0.610m at bottom, 0.250m at middle, 0.150m at top, rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire charges for tools and plants including erection and fixing 110mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as directed by the departmental officer etc., complete for Centre Median (MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900).
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-
-
Road C (For Center median)
385
2739421
7115.38
Vibrated Reinforced Cement Concrete of M-40 Grade (Design Mix) using ISS size hards granite, broken graded metal including cost and conveyance of all materials to site including cement at site excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for RCC CRASH BARRIER OVER DECK
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-
-
Road A (For Culvert)
4.98
87385
17547.36
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 Culvert) (2.522+11.158)
13.68
1307934
95609.27
Road B (For Culvert)
2.72
260248
95609.27
Road B (For Drain)
9.78
935345
95609.27
Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Culvert
-
-
-
Road B (For Culvert) (20.00+160.00)
180
769824
4276.8
Hoisting and Fixing of NP3 class RCC 1000 mm dia. pipes and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the departmental Officers, as per Standard Specifications.
-
-
-
Road B (For Culvert) (20.00+160.00)
180
47916
266.2
Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling 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.
-
-
-
Road B (For Culvert) (23.58+229.81)
253.39
60124
237.28
Refilling with excavated Earth in Centre Median including all other incidental charges for all the tools and plants used for this work etc., complete.
-
-
-
Road A (For Centre Median)
283.02
12127
42.85
Road B (For Centre Median)
153.04
6557
42.85
Providing and Laying of Hot applied Thermoplastic compound with reflectorising Glass beads on Bituminous surface - Providing and laying of Hot Applied Thermoplastic Compound 2.5mm 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 ss per MORT&H specification No. 803.
-
-
-
Road B
393.82
350499
890
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 methecrylate / ABS mounded 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 woth retro reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORT&H circular No. RW/NH-33023/10/97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less than values values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindricall shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/-2mm) from the body is to be a minimum value of 500Kgf. 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 B
658
315840
480
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 Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ 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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-
-
Road B
140
65800
470
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 aluminum sheet fixed over a back supporting frame of 25mm x 25mm x 3mm 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 CC 45cm x 45cm x 60cm size including cost and conveyance of all materials equipments, machinery and labor 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 6.60 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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-
-
Road B
30
120000
4000
Providing and fixing 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 od ASTM D-4956-09, specification fixed over 2mm thick Aluminium sheet over a back supporting frame of 25mmx25mmx3mm a mild steel angle iron post 75mm X 75mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of 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 45cm X 45cm X60cm size including cost and conveyance of all materials, eqipments, 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 - Reflecto sheet shall consist of minimum coefficient of Retro - Reflection as per Table 6.6 of IRC:67 - 2012. The retro reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC: 67 - 2012. (As per MORT&H Specification No. 801).
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-
-
Road B (90cm Equilateral Triangle)
11
56386
5126
Road B (60cm Circular)
3
13539
4513
Road B (90cm Octagon)
2
16410
8205
Providing and erecting of Direction and Place Identification Retro - Reflectorised signs made out of High Intensity Prismatic Grade sheeting confirming to Type-IV standards of IRC: 67 - 2012 od ASTM D-4956-09, specification fixed over 2mm thick Aluminium sheet over a back supporting frame of 25mmx25mmx3mm a mild steel angle iron post 75mm X 75mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of 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 45cm X 45cm X60cm size including cost and conveyance of all materials, eqipments, 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 - Reflecto sheet shall consist of minimum coefficient of Retro - Reflection as per Table 6.6 of IRC:67 - 2012. The retro reflective sheeting shall be covered under 7 years 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). (For Sign having area more than 0.9 Sqm) - TypeIV
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-
-
Road B
10.8
127494
11805
Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Cantilever Gantry Informatory Sign Board made out of cube corner Micro Prismatic grade sheeting of Type XI standards of IRC67 - 2012 and ASTM D 4956 - 09 specification, Digitally printed using Latex Printer for traffic color logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick aluminum sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on vertical post of 300 NB (Nominal Bore) MS pipe of 12mm thick with a ground clearance of 6meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS pipe with 3.20 mm thick support posts. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed substructure and foundation with Reinforced Cement Concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x 1.80m x 0.30m) with Fe 500 steel over Plain Cement Concrete M15 grade levelling course of 100 mm thick. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plates of size 900mm x 2100mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at bottom and top respectively including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges and fixing the overhead cantilever sign board in position, etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the Engineer-in-charge. The micro prismatic grade retro-reflector sheet should have minimum co-efficient of Retro-reflection values as per Table 6.9 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed logos/text/legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification No.801). The Latex printer used for digital printing should be used with inks of low VOC emissions and should have green guard, eco logo certificates as per UL 2801 standards.
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-
-
Road B
2
1080980
540490
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 B
8
200000
25000
Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,
-
-
-
Road A
28
34166
1220.22
Road B
40
48808
1220.22
Supply and fixing of Boundary stone of standard design and drawing as per IRC:25-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Road A
30
33210
1107
Road B
10
11070
1107
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., complete.
-
-
-
Road A
2
4394
2197
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.
-
-
-
Road A
8
4597
574.65
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
62596973
Add GST at 18%
1
-
11267455
Total Value put to Tender
1
-
73864428
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
-
62596973
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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