Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 4,79,00,000
Costs
EMD
₹ 2,51,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 13 2024 25 Hdo Dt 03 09 2024 Tvm 53
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_482790_1Bid Award Id
ViewTender No
TN No 13 2024 25 HDO Dt 03 09 2024 TVM 53Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road A (PCC Retaining wall)
396.5
48872
123.26
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Road A (RCC Retaining wall)
471.9
58166
123.26
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Road B
757.3
93344
123.26
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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 soil compactor to achieve the desired density, complete as per clause 401- for grading- V Material (Filter / Separation Layer at Bottom)
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-
-
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Road A (Diversion road)
154
276023
1792.36
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Road A (Approach road)
167.62
300435
1792.36
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Road B
382.49
675462
1765.96
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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 soil compactor to achieve the desired density, complete as per clause 401- for grading- III Material (Drainage Layer at Top)
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-
-
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Road B
151.8
281578
1854.93
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper 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 MORTH Rev-5
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-
-
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Road A (Diversion road)
115.5
246265
2132.17
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Road A (Approach road)
279.38
595685
2132.17
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Road B
921.93
1965711
2132.17
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Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg 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 perClause 502 of MORTH Rev-5
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-
-
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Road A (Approach road)
1117.5
90930
81.37
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Road B
4517.63
367554
81.36
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Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as as perClause 503 of MORTH Rev-5
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-
-
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Road A (Approach road)
1117.5
20919
18.72
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Road B
4517.63
84570
18.72
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Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5
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-
-
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Road A (Approach road)
150
4047
26.98
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Road C
11437.5
308583
26.98
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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 perClause 503 of MORTH Rev-5
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-
-
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Road B
32.51
688
21.18
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Providing ,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs 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 Grade-I
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-
-
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Road B
350.77
3238010
9231.15
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Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm,0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG40 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site,heating the bitumen,aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand crosssection sand 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 20-30 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 Grade - II
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-
-
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Road B
66.98
569668
8505.06
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Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm,0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site,heating the bitumen,aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand crosssection sand 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 20-30 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 Grade - II
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-
-
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Road A (Approach road)
55.88
466231
8343.44
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Road C
137.83
1149976
8343.44
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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 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 Grade - II
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-
-
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Road B
168.39
1823798
10830.8
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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 Grade - II
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-
-
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Road A (Approach road)
38.02
401345
10556.18
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Road C
343.13
3622142
10556.18
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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
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-
-
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Road A (Approach road)
148.16
3944
26.62
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Road B
108.3
2882
26.62
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Providing compaction for embankment with Cut Earth 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 otherstructures,spread,greaded and compacted as per CL:407 of MORTH
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-
-
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Road B (Kerb)
31
1328
42.85
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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 of low berms with conveyance including compaction by power roller with an average lead of 4 km
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-
-
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Road C
608.2
136425
224.31
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Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Bridges
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-
-
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Road A (Minor Bridge)
520.9
214152
411.12
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Filling with carted earth from approved source( 5 Km lead) as directed by the departmental officers with not less than CBR 8% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete
-
-
-
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Road A (Diversion road)
630
135103
214.45
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Road A (Approach road)
41.7
8942
214.45
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Filling with carted earth from approved source( 5 Km lead) as directed by the departmental officers with not less than CBR 8% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete ( at 97% Compaction)
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-
-
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Road A (Approach road)
296.12
64234
216.92
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Dismantling, Salvaging and removal of existing and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification including all labour and other incidental charges etc., complete Dismantling plain cement concrete.
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-
-
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Road A (Box Culvert)
146.03
70999
486.2
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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 for Foundation of Box Culvert
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-
-
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Road B (Box Culvert)
162.48
47016
289.37
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Plain Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for LEVELLING COURSE FOR FOOTINGS OF ABUTMENTS, PIER AND WING WALLS- BELOW SILL.
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-
-
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Road A (Minor Bridge)
22.65
120821
5334.27
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Road A (PCC Retaining wall)
30.5
162695
5334.27
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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.
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-
-
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Road A (RCC Retaining wall)
28.6
171848
6008.68
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Road B (Box Culvert)
6.49
38758
5972.09
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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.
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-
-
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Road B-Kerb
162.76
76262
468.56
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Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost 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 for Box culvert
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-
-
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Road A (RCC Retaining wall)
253.4
2892776
11415.85
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Road B (Box Culvert)
26.5
332873
12561.27
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Vibrated cement concrete M20 grade (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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-
-
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Road B (Box Culvert)
54.48
441720
8107.94
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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for ABUTMENTS, PIER AND WING WALLS- BELOW SILL.
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-
-
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Road A (Minor Bridge)
351.35
2472941
7038.4
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Road A (PCC Retaining wall)
213.55
1563010
7319.18
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Road A (RCC Retaining wall)
16.2
174428
10767.21
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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..
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-
-
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Road A (Minor Bridge)
138.22
1186302
8582.71
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Road A (PCC Retaining wall)
179.55
1498633
8346.61
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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL
-
-
-
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Road A (Minor Bridge)
11.47
140466
12246.45
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Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete
-
-
-
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Road A (Minor Bridge)
38
6745
177.5
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Road A (PCC Retaining wall)
83.45
14812
177.5
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Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete
-
-
-
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Road A (Minor Bridge)
30.86
3394
110
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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB AND SAFETY KERB
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-
-
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Road A (Minor Bridge)
235.89
2834600
12016.62
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Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete.
-
-
-
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Road A (Minor Bridge)
41.59
55668
1338.51
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Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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
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-
-
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Road A (Minor Bridge)
72.69
21873
300.92
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Providing and fixing BITUMEN EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as directed by the dept. officers.
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-
-
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Road A (Minor Bridge)
30.04
21598
719
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Vibrated Cement concrete in M15 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BASE COURSE OR APPROACH SLAB
-
-
-
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Road A (Minor Bridge)
15.6
94933
6085.46
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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for APPROACH SLAB
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-
-
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Road A (Minor Bridge)
21.51
195320
9080.45
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Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab and approach slab
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-
-
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Road A (Minor Bridge)
311.31
195910
629.31
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Vibrated Reinforced Cement concrete in M40 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CRASH BARRIER
-
-
-
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Road A (Minor Bridge)
18.92
338936
17914.19
... More
Vibrated Cement concrete in M 15 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for CRASH BARRIER TYPE PARAPET WALL.
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-
-
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Road A (Minor Bridge)
7.16
71673
10010.21
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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
-
-
-
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Road A (Minor Bridge)
6
14988
2498.1
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Supply and fabrication of STEEL grade Fe500 D 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 Culvert
-
-
-
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Road A (Minor Bridge)
32.42
3099652
95609.27
... More
Road A (RCC Retaining wall)
10.08
963741
95609.27
... More
Road B (Box Culvert)
1.93
184525
95609.27
... More
Supplying and fixing PVC pipes of 150mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for Safety Kerb
-
-
-
... More
Road A (Minor Bridge)
165.98
69661
419.7
... More
Supplying and fixing PVC pipes of 100mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for Safety Kerb
-
-
-
... More
Road A (RCC Retaining wall)
59.2
10508
177.5
... More
Supply of 1000 mm dia NP3 class RCC pipes confirming to IS:458:2003 specification as directed by the departmental officers including cost and conveyance of Pipes and all other incidental charges etc, as per the specification
-
-
-
... More
Road A (Diversion road)
50
213840
4276.8
... More
Hoisting, Laying and fixing of 1000mm dia RCC NP3 pipes in position excluding cost of pipes but including conveyance to work site all labour charges for jointing etc, as per standard specifications
-
-
-
... More
Road A (Diversion road)
50
13310
266.2
... More
Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area thickness of 2.50mm is exclusive of surface applied glass beads as per the IRC : 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No.803
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-
-
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Road B
418.11
372117
890
... More
Providing and fixing reflective road studs of ‘category A’ raised pavement markers made out of poly carbonate / methyl methecrylate / 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 reflective raised pavement 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.11.06.1997. 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 specified in Table 2 of cylindrical 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 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 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
-
-
-
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Road B
736
353280
480
... More
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs {without definition board} made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 3 ear 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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-
-
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Road B 90 cm equilateral triangle.
15
76890
5126
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Road B 60 cm circular board
10
45130
4513
... More
Road B
90 cm octagon
10
82050
8205
... More
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) 30cm x 90cm rectangular
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-
-
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Road B
10
40000
4000
... 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 Matisfactory completion of the work as directed by the engineerin- 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)
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-
-
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Road B
Rate per sqm (for sign having area
upto 0.9 sqm Type-IV
4
45964
11491
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Providing and fixing of digitally printed Retro-Reflectorized Overhead Gantry information sign board made out of cube corner micro prismatic grade sheeting of Type XI standards of IRC 67-2012 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 2 numbers of vertical posts of 300 NB (Nominal bore) MS pope of 12mm thick with a ground clearance of 6 metres along with 80 NB (Nominal Bore) MS pipes with 4mm thick and 40 NB (Nominal Bore) MS pipes 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 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 leveling course of 100mm thick for each vertical post. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS stiffener plates 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 900mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffener plates of 8mm thick are to be used for each vertical post, 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 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 filed 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 sheet (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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-
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Road B
2
2030320
1015160
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Providing and fixing of Retro Reflectorized Sign Boards made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-20 12 and ASTM D 4956 — 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images / logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel 1’ angle and supported on a 150NB (Nominal Bore) pipe with 4. 50mm thick with an overall height from top of the board to foundation. The sign board should be of 2. 10m clear height from the ground level to the bottom of the sign board and 1. l0m below ground level. The sign post should be painted as per IRC 67-20 12 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete of size 450x450x l l00mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc. , complete. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6. 90 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-20 12. The warranty shall be inclusive of digitally printed images/ logos / test/ legends and their bonding to the retro-reflective sheeting (as per MorT&H specification no.80 l) of Size — 3.64m x 2.42m
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-
-
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Road B
2
315100
157550
... More
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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-
-
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Road B
4
100000
25000
... More
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
-
40587961
... More
Add GST at 18%
1
-
7305833
... More
Total Value put to Tender
1
-
47893794
... More
Quoted value
1
-
-
... More
Final Quoted Value
1
-
-
... More
Add GST at 18% of Final Quoted Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
-
40587961
-
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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