Highways Department Tender
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Highways Department Tender
Road Construction
Eprocure
Opening Date8 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 12,69,90,000
Costs
EMD
₹ 6,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Two Lane To Four Lane And Strengthening At Km 76 072 78 4 Ramanathapuram Nainarkovil Andakudi Elayankudi Sivagangai Melur Road
Description
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Contact
Tender Id
2024_HWAY_499792_1Tender No
MDU No 118 TN No 25 2024 25 HDO Dated 28 10 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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 of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
-
-
-
ROAD A
6224
21
135932.16
Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms
-
-
-
ROAD A
2303
238
548114
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material
-
-
-
ROAD A
3244
2148
6970025.96
Box Culvert Km 76/8
3.95
2148
8486.93
Box Culvert Km 76/10(i)
4.35
2148
9346.37
Box Culvert Km 76/10(ii)
3.95
2148
8486.93
Box Culvert Km 77/6
4.35
2148
9346.37
Junction Improvements
63.1
2148
135576.03
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading-III Material
-
-
-
ROAD A
1754
2240
3930012.4
Box Culvert Km 76/8
2.13
2240
4772.48
Box Culvert Km 76/10(i)
2.35
2240
5265.41
Box Culvert Km 76/10(ii)
2.13
2240
4772.48
Box Culvert Km 77/6
2.35
2240
5265.41
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Vth Revision Specification No.111, 112, 406, 900
-
-
-
ROAD A
6212
2583
16047273.24
Box Culvert Km 76/8
5.33
2583
13768.83
Box Culvert Km 76/10(i)
5.87
2583
15163.8
Box Culvert Km 76/10(ii)
5.33
2583
13768.83
Box Culvert Km 77/6
5.87
2583
15163.8
Junction Improvements
105.17
2583
271682.51
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification No.111, 112, 501, 502, 900- over WMM surface
-
-
-
ROAD A
33218
81
2710920.98
Junction Improvements
420.67
81
34330.88
Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification No.111, 112, 501, 503, 900- over granular surfaces treated with primer
-
-
-
ROAD A
33218
18
624830.58
Junction Improvements
420.67
18
7912.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with Existing BT Surface
-
-
-
Junction Improvements
905.85
27
24503.24
Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade- 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification no.111,112,501,503,900 - Grading II
-
-
-
Junction Improvements
66.33
8925
592017.8
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900.
-
-
-
ROAD A
3322
10388
34512158.34
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification No. 111, 112, 507, 900 complete in all respects - Grading II
-
-
-
ROAD A
1329
11999
15946803.9
Junction Improvements
39.8
11197
445669.65
Construction of Dry Lean Cement Concrete Sub - base over a prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 - 1, cement content not to be less than 150kg/cum, concrete strength not to be less than 10 Mpa at 7days, mixed at site, compacted using vibrator, finishing and curing.
-
-
-
ROAD A
54.15
5293
286640.32
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
-
-
-
ROAD A
108.3
11869
1285486.34
Vibrated Reinforced Cement Concrete M 30 design mix using 25 mm, 12 mm and 6 mm ISS size HBG 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 form work laying compacting curring including all incidental charges etc complete for Wearing Coat 75 mm Uniform Thickness over Cement Concrete Pavement and as per MoRT & H Specification 1000, 1500,1600,1700 & 2702.
-
-
-
ROAD A
3011
688
2071568
Cast in Situ Cement Concrete M20 Kerb- Construction of Cement Concrete Kerb with top and bottom width 115 and 165 mm ResRespectively, 250mm high in M20 grade PCC on M10 grade foundation 150mm thick, foundation having 50mm Projection Beyond Kerb Stone, Kerb Stone Laid with Kerb laying machine, foundation Concrete laid Manually, all Complete as per clause 408
-
-
-
Junction Improvements
64.64
501
32440.88
Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. (As per SI No. 85) for centre median
-
-
-
Junction Improvements
19.4
42
831.29
Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408.
-
-
-
Median
4172.18
501
2093891.98
Filling Carted Earth SS 20B (W-0061) in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per CL:407 of MORTH
-
-
-
Median
588.12
42
25200.94
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)
-
-
-
Box Culvert Km 76/8
2.5
512
1282.33
Dismantling the Plain cement concrete in the existing road and clearing away from the work sit and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete
-
-
-
Box Culvert Km 76/8
5
486
2431
Box Culvert Km 76/10(i)
26.18
486
12728.72
Box Culvert Km 76/10(ii)
27.69
486
13462.88
Box Culvert Km 77/6
26.18
486
12728.72
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
-
-
-
Box Culvert Km 76/8
281.96
290
81768.4
Box Culvert Km 76/10(i)
301.66
290
87481.4
Box Culvert Km 76/10(ii)
281.96
290
81768.4
Box Culvert Km 77/6
301.66
290
87481.4
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION of Drain
-
-
-
Construction of Drain
468.68
289
135621.93
Filling with Quarry fines including cost and conveyance of Materials to work site including labour charges for filling laying compacting by manual under optimum moisture content to get the maximum density flooding with water as layers or built up to the bottom level inclusive all other incidental charges etc., complete below levelling
-
-
-
Construction of Drain
43.49
429
18661.12
Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 For LEVELLING COURSE under footing as per 2100 of MORT&H Specification (Fifth Revision-2013)
-
-
-
Box Culvert Km 76/8
18.47
6360
117469.2
Box Culvert Km 76/10(i)
19.49
6360
123956.4
Box Culvert Km 76/10(ii)
18.47
6360
117469.2
Box Culvert Km 77/6
19.49
6349
123742.01
Construction of Drain
28.99
5685
164823.81
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
-
-
-
Box Culvert Km 76/8
76.88
12471
958770.48
Box Culvert Km 76/10(i)
83.37
12216
1018447.92
Box Culvert Km 76/10(ii)
76.88
12471
958770.48
Box Culvert Km 77/6
83.37
12205
1017530.85
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Above Sill level
-
-
-
Construction of Drain
191.15
15671
2995549.88
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Box Culvert Km 76/8
5.31
95610
507975.93
Box Culvert Km 76/10(i)
5.68
95610
542682.36
Box Culvert Km 76/10(ii)
5.31
95610
507975.93
Box Culvert Km 77/6
5.68
95610
542682.36
Construction of Drain
13.01
95610
1243886.1
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS (Below Sill Level)
-
-
-
Box Culvert Km 76/8
76.69
8097
620958.93
Box Culvert Km 76/10(i)
76.69
8097
620958.93
Box Culvert Km 76/10(ii)
76.69
8097
620958.93
Box Culvert Km 77/6
76.69
8085
620038.65
Vibrated cement Concrete M30 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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)
-
-
-
Box Culvert Km 76/8
50.18
688
34523.84
Box Culvert Km 76/10(i)
54.86
688
37743.68
Box Culvert Km 76/10(ii)
50.18
688
34523.84
Box Culvert Km 77/6
54.86
687
37694.31
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
-
-
-
Box Culvert Km 76/8
49.52
1538
76161.76
Box Culvert Km 76/10(i)
53.3
1538
81975.4
Box Culvert Km 76/10(ii)
49.52
1538
76161.76
Box Culvert Km 77/6
53.3
1530
81549
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.
-
-
-
Box Culvert Km 76/8
68.98
315
21728.7
Box Culvert Km 76/10(i)
74.24
315
23385.6
Box Culvert Km 76/10(ii)
68.98
315
21728.7
Box Culvert Km 77/6
74.24
315
23385.6
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications as per MORTH specification no.2700, 900
-
-
-
Box Culvert Km 76/8
18.67
192
3593.98
Box Culvert Km 76/10(i)
19.27
192
3709.48
Box Culvert Km 76/10(ii)
18.67
192
3593.98
Box Culvert Km 77/6
19.27
192
3709.48
Supplying and fixing of Reinforced cement concrete Man Hole cover 750mm x 750mm with frames as directed by the departmental officers including laboour charges for fixing at every intervals along the drain including all other incidental charges etc., complete
-
-
-
Construction of Drain
22
2971
65362
Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25 x 10 mm for outer frames 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating including cost and conveyance of pips and gratings and fixing them in position(At 5m interval)
-
-
-
Construction of Drain
45
500
22500
Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm 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 MORTH Specification No.803.
-
-
-
ROAD A
2130
890
1895700
Providing and fixing reflective Road studs of 'category A' Raised pavement markers made out of poly carbonate / methyle methecylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the entering the lens face with retro reflectance and chromaticity values confirming to ASTM D4280. 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, 90mm side 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/- degree. Each refelctor 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+/- 2 mm and height not les than 30+/- 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 resign based adhesive as per manufacture's recommendation and complete as directed by the engineer. The maker shall support a laod 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
1266
480
607680
Providing and Erecting of Direction and place identification Retro-reflectorised sign made out of cube corner Micro 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 25x25x3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6m 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 45 x45x60cm size including cost and conveyance of all materials and equipment machinery and labour with all lead and lift loading charges necessary For satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade rectro-refclectorised sheet shall consisit of minimum co efficient of Retro-Reflection as per table 6.9 of IRC 67-2012. The retro- reflectorised sheeting shall be covered under 10years warrenty issued For field perFormance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67:2102.(as per MORTH Specification no 801) For Black Spot Locations .Rate as per SQM (For sign area more than 0.90 Sqm)
-
-
-
ROAD A
5.4
11805
63747
Hazard Marker Traffic Signs - Type - IV
Providing and Fixing 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 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 cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, 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 - Relectro 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)
-
-
-
ROAD A
18
4000
72000
Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
ROAD A
2
2197
4394
Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
ROAD A
10
574
5746.5
Providing and Erecting of Solar Powered Blinker including Solar Panel 60Wp, Solar LED Blinker with 30mm dia (LED-192 no’s) – Red and Yellow, Charge Controller – 12V/5A, SMF 40AH/12V Battery, Visible Distance – 1000 meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole Height 17’ Feet. Including Land Levelling, Cleaning and digging pits & concrete post grounding. Pole erection and levelling of pole, testing and connection of battery, charger controller and solar panel wiring work Blinker Size of 300mm (12 inch & 200mm (8 inch), made of Moulded Polycarbonate, Suitable for extreme weather conditions with U.V. Stabilized, Transparent Polycarbonate Lens covered with Rubber Gasket for Sealing between Lens & Signal Unit (Colour - Red/Amber/Green), PCB Used 1.5mm thick, Glass Epoxy for Power Supply / LED Display LED Used Ultra-Bright, Water clear. Viewing Angle 24 Degree for LED’s (No of LEDs 176 LED (300 mm), 140 LED (300 mm) Power Saver Model) 96 LED (300 mm)) Charge Control Unit (CCU) Built in Type, helps to protect battery from deep discharging as well as overcharging. Also protect Panel from Reverse Voltage. Solar Panel 12 Volt, Wattage as per requirement Battery (SMF) Sealed Maintenance Free Type Wire Harness For making all connections easily and correct Clamps For mounting traffic signal, battery box & Solar panel Pole Dia 3” or 4”, Height 4 to 6 mt., GI or MS Working Voltage 12v DC Power Supply Total Solid State electronic Circuitry, Frequency 30 to 40 Flashes Per Minute as desired Operation 24 Hours or 12 Hours (Dusk to Drawn) Control Card In built & Solid State Power Factor 0.9 Visibility 500Mts, Good even during bad Weather Certification IP 65, ISO 9001:2008 including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.
-
-
-
ROAD A
14
25000
350000
Providing and Erecting of Retro Reflectorised Cautionary, Mandatory and Informatory Signs (without definition) 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 25x25x3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height 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 45 x45x60cm size including cost and conveyance of all materials and equipment machinery and labour with all lead and lift loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. The retro- reflectorised sheeting shall be covered under 7 years warrenty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67:2102. (as per MORTH Specification no 801) Without definition Board (White Background, Black Sign & Red Border)
-
-
-
ROAD A
-
-
-
90 cm Equilateral Triangle
21
5126
107646
60cm Circular Board
4
4513
18052
High octagon board 90cm
4
5126
20504
80 cm x 60 cm Square board
4
4513
18052
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
107613737
-
Add GST at 18%
1
19370473
-
Total Value put to Tender
1
126984210
-
Excess/Less Percentage
1
-
-
Final Value
1
-
-
Add GST at 18% of Final Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
107613737
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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