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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 31,58,27,859
Costs
EMD
₹ 16,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation Of Bypass To Bodinayakanur Town From Anaikaraipatty Vilakku At Km 197-2 Of
Description
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Contact
Tender Id
2024_HWAY_490950_1Bid Award Id
ViewTender No
TN No 4 2024 25 SDO Dated 24.09.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 KN power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per Clause 305 of MoRT&H - V Revision for main work and Junction Improvements
58298
24616330
422.25
... More
Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 KN power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per Cause 305 of MoRT&H - V Revision for main work and Junction Improvements
37321
15758792
422.25
... More
Filling carted earth for Berms having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 KN power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per Clause 305 of MoRT&H Specifications
7156
2768799
386.92
... More
Construction of granular sub-base V 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 main work and Junction Improvements
10957
23842870
2176.04
... More
Construction of granular sub-base III 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 main work and Junction Improvements
6579
14906763
2265.81
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MoRT&H - V Revision for main work and Junction Improvements
12679
28004741
2208.75
... More
Providing and laying Prime Coat over 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 MoRT&H - V Revision for main work and Junction Improvements
49298
4043914
82.03
... More
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50kg 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 MoRT&H - V Revision for main work and Junction Improvements
49298
934197
18.95
... More
Providing and laying Tack Coat over existing bituminous surface using 2.00kg 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 MoRT&H - V Revision for main work
1078
23123
21.45
... More
Providing, laying 50 - 75mm 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 53.20kg 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 of 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 plants required, including all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MoRT&H - V Revision (65mm tk) for main work and Junction Improvements
3322
32515736
9788
... More
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 2.36mm and below with 50.30kg 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 of 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 MoRT&H - V Revision for main work and Junction Improvements
1514
16071458
10615.23
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Providing Barrier Type Kerb for Median /Island using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from appoved quarry including cost and conveyance of all Matrials to work site, incuding hire and fuel charges of all the Machineries employed for this work, including all labour charges for mixing, laying,curing, painting, incuding all other incidental charges etc., complete as per drawing and standard specification. for Junction Improvements km 197/2
1322
629774
476.38
... More
Earth filling behind the KERB WALLS, MEDIANS & ISLANDS with excavated soil including cost and conveyance to site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete for Junction Improvements km 197/2
511
197716
386.92
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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 upto 2m for Box Culverts and Retaining walls.
2978.23
568841
191
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2m -3m depth
for Box Culverts
153.7
31141
202.61
... More
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 Leveling Course below Box Culvert & Wing wall for Box Culverts and Retaining walls.
454.64
2801159
6161.27
... More
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 Base Slab, Side Wall And Top Slab
for Box Culverts
1793.36
19992251
11147.93
... More
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 Below ground level for Box Culverts and Retaining walls.
865.99
7492017
8651.39
... More
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 Above Ground wall for Box Culverts and Retaining walls.
1006.78
9786324
9720.42
... More
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 Parapet for Box Culverts, Retaining walls and Minor Bridges.
167.2
1899183
11358.75
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Supply and fabrication of STEEL grade Fe500 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 Box Culverts and Minor Bridges.
155.15
14833413
95610
... More
Supply and fabrication of STEEL grade Fe240 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 Minor Bridges
6
573660
95610
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Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for retaining wall including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill for Box Culverts, Retaining walls and Minor Bridges.
1276
246268
193
... More
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 bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL for Minor Bridges
433
35653
82.34
... More
Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions,trimming bottom of excavation back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600mm from the face of foundation for extra working space as per I S: 1200 (Pad 1) - 1992 Cl:4.2.5.1) upto 2m depth for Minor Bridges and Retaining walls.
2970
813780
274
... More
2m -3m depth
for Minor Bridge km 2830
72
20563
285.61
... More
Earthwork excavation in rock not requiring blasting (Soft Disintegrated Rock,Soft rock) and depositing on bank with all leads and lifts, including cost of labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdarns, 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 - FOOTINGS UNDER ABUTMENTS ,RETURN WALLS AND PIERS as per section 300 of MoRT&H - V Revision . (including 600 mm from the face of footing as per CL 4.2.5. 1 of lS: 1 200 (Part 1) - 1992. for Minor Bridge km 2/125 and Minor Bridge km 2830
424
206746
487.61
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Compacted Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS and Approach Slab as per section 2100 of MoRT&H - V Revision for Minor Bridges
83
532773
6418.96
... More
Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting,laying Fig and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS UNDER ABU TMENTS, RETURN WALLS as per section 1500,1700 & 2100 of MoRT&H - V Revision for Minor Bridges Retaining wall.
1384
10329996
7463.87
... More
Vibrated Cement Concrete of grade M20 (Nominal mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per section 1500,1700 & 2100 of MoRT&H - V Revision for Minor Bridges
262
2262527
8635.6
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20inm ISS size HBG graded metal including cost and conveyancc of all inaterials to site including cost of cement at site but excluding cost and tabrication of steel but including cost of formwork, potable water, labour charles for mixing, transporting, lnying and curing concrete, working at heights, hire charles for tools and plants including all other incidental charles etc; complete as per relevant standard specifications, for DIRT WALL CUM DED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H - V Revision for Minor Bridges
30
391878
13062.6
... More
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 for Minor Bridges
42
4620
110
... More
Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB AND KERBS & SAFETY KERBS as per section 1500, 1700 & 2300 of MoRT&H - V Revision for Minor Bridges
271
3311926
12221.13
... More
Providing Filter media behind the abutments and wings for 600mm thickness using filter materials well packed 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. complete as per MoRT&H - V Revision and Standard specification for Minor Bridges.
145
175305
1209
... More
Filling behind Abutments and returns with clean gritty free drainig gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete as per MoRT&H - V Revision and Standard specification for Minor Bridges.
312
158808
509
... More
Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per Section 2600 of MoRT&H - V Revision for Minor Bridges.
92
60112
653.4
... More
Vibrated reinforced cement concrete M30 (Design mix) using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per Section 1500, 1700 & 2704 of MoRT&H - V Revision and Standard specification for Minor Bridges.
87
806171
9266.34
... More
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 ixing 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 coat of 75mm uniform thickness over deck slab and approach slab as per Section 2702.2 of MoRT&H - V Revision and Standard specification for Minor Bridges.
682
525822
771
... More
Vibrated Reinforced Cement Concrete M-40,Grade, (Design Mix), using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)as per Section 811, 1700 & 2703.3 of MoRT&H - V Revision and Standard specification) for Minor Bridges.
15
245157
16343.8
... More
Providing and fixing of G.I. drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per Section 2705 of MoRT&H - V Revision and Standard specification for Minor Bridges.
4
9992
2498.1
... More
Filling of open well or Borehole with Stone dust upto 1.5m height below natural ground level including cost and conveyance of material to work site and spreading the fill material uniformly shall be placed in the well in layer of 500 mm thick where dumping of materials from trucks and front-end loaders into the abandoned wells not be allowed. Each layers of fill material shall be compacted by flooding with water etc.., for filling of open wells and as directed by the Authority's Engineer.
8106
2415588
298
... More
Providing Road Furniture Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with out 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. ( as per MoRT&H Specification No.801)
Cautionary signs, Triangular (size 900mm side).
34
174284
5126
... More
STOP signs (Circular 600mm dia)
12
98460
8205
... More
Informatory signs (80cm X 60cm)
16
101584
6349
... More
Chevron Board
8
34528
4316
... More
Road Marking with Hot Applied Thermoplastic Compound with Relectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorisng 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 levelled, uniform and free from streaks and holes etc. complete as per MoRT&H Specification No.803
2740.18
2438760
890
... More
Supplying and installation of Delineators (road way indicators, hazard markers and object marker), 80 - 100 cm high above GL painted at alternatively black and white in 15cm wide strips, fitted with 80X100mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed into the ground and conforming to IRC-79 etc,. complete (as per MoRT&H specifications No.806)
9
21600
2400
... More
Hazard Marker Traffic Signs -Type IV Providing and Erecting of Retro – Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic Grade sheeting conforming 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 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm 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 cm x 45 cm x 60cm 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 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 certified copy of three years outdoor esposure report shall be obtained as per IRC 67:2012 (As per MoRT&H specification No.801) 30cm x 90cm Rectangular sign board
60
240000
4000
... More
Providing 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 Blikers Delineator Solar Panel 12v 50w Solar Panel -1no 12v 18 AH Battery- 1no 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 trasportation charges installation charges etc., complete as per standard specification.
12
300000
25000
... More
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
2032
975360
480
... More
Providing and Erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in 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)
14
165270
11805
... More
Providing and fixing of Digitally printed Retro - Reflectorised overhead cantilever Gantry Informatory sign Board out of cube corner Micro Prismatic grade sheeting of type XI standards of IRC 67-2012 and ASTM D 4956-09 specifications, Digitally Printed using Latex printer for traffic color logos/text and laminated with clear electro-cuttable film and applied to properly sign substrates, fixed over 2mm thick aluminium sheet fixed on back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300NB (Nominal Bore) MS pipe of 12mm thick with a ground clearnace 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. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly of properly disigned 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 50 steel over plain cement concrete M15 grade leveling course of 100mm 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 of top plates of size 900mm X 2100mm X 16mm with suitable bolts, nuts and washers, suitable numbers MS stiffner plates of 8mm thick are to be used to hold the sign board at the 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 structrual and foundation drawings approved by the competent authority and as directed by the Engineer in charge.The micro plastic 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 the 10 years warranty issued for field perfomance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure
2
2030320
1015160
... More
Supplying and fixing of Kilometer Stone of standard design and drawing as per IRC 8-1980 (Second revsion), including painting and numbering etc., and all other incidental charges etc., complete
6
13182
2197
... More
Supplying 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
30
17239
574.65
... More
Supply of NP3 Class RCC pipe Conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges testing charges including loading unloading, transport and delivery in good condition at work site.,etc complete as directed by the Departmental Officers, as per standard specifications (Unique Code 6-W-0225-1200mm dia/Rm)
150
938190
6254.6
... More
Hoisting and fixing of NP3 Class RCC Pipe 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 (Unique Code 7- W-0228-1200mm dia/Rm)
150
42240
281.6
... More
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, deep dug in the ground, mixing the soil with decayed farmyard / sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard 1.5m above Ground level, 0.3m below the ground level with MS wire mesh of 1”x1” opening size with 4 Nos of 12mm diameter rods of 1.8m length in which 0.3m below the ground level and maintaining the plant for one year ( HW-W0120 -SOR 2024-25)
1000
3697000
3697
... More
Provision for Lighting arrangements
Provision of 16 Mts height High mast light @ Major Junctions at ch 0 and ch 3712
2
1056200
528100
... More
Provision of 12 Mts height High mast light @ Minor Junctions @ ch 2100, ch 2300 and ch 2500
3
1049400
349800
... More
Provision of 8 Mts Street Light
80
3530552
44131.9
... More
Provision of 4 way Vertical DB
5
57485
11497
... More
Provision of TNEB Meter Board.
5
42265
8453
... More
Provision of 4 x 16 sq.m PVC armoured LTUG Cable.
2000
848000
424
... More
Provision of 4 x 16 sq.m PVC armoured LTUG Cable Gland.
80
28800
360
... More
Provision of ISI Earthing.
20
59420
2971
... More
Provision of No.8 SWG GI.
240
6240
26
... More
Provision of 4 of 6 sq.mm OH wire.
185
59940
324
... More
Provision of 4 of 6 sq.mm OH wire in G.I Pipe.
50
44150
883
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically Basic cost of value put to tender as per estimate
1
-
267650728
... More
Add GST at 18%
1
-
48177131
... More
Total Value put to Tender
1
-
315827859
... More
Negotiated Percentage
1
-
-
... More
Final Negotiated Value
1
-
-
... More
Add GST at 18% of Final Negotiated Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
1
267650728
1
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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