Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 5,21,80,000
Costs
EMD
₹ 2,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 03 2024 25 Hdo Dt 19 08 2024 Tvm 20
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_477154_1Bid Award Id
ViewTender No
TN No 03 2024 25 HDO Dt 19 08 2024 TVM 20Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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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 for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004
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-
-
Road E
72.82
1590
21.84
Road F
44.78
978
21.84
Road G
3000
65520
21.84
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/Seperation layer at Bottom)
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-
-
Road E
248.19
503359
2028.12
Road F
417.12
774391
1856.52
Road G(8.10+28.13)
36.23
67739
1869.72
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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-
-
Road E
417.03
882694
2116.62
Road F
508.69
1076703
2116.62
Road G
908.38
1922695
2116.62
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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-
-
Road E
1483.2
120880
81.5
Road F
1900.3
154912
81.52
Road G
9017.25
734905
81.5
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 per clause 503 of MORTH Specification
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-
-
Road E
1483.2
27854
18.78
Road F
1900.3
35706
18.79
Road G
9017.25
169343
18.78
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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-
-
Road A
7515.63
203072
27.02
Road B
5250
141855
27.02
Road C
11420
308682
27.03
Road D
24157.51
652977
27.03
Road E
514.6
13904
27.02
Road F
763.79
20645
27.03
Road G
6008.62
162352
27.02
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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-
-
Road G
7.88
167
21.25
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5.
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-
-
Road A
26.25
220050
8382.88
Road B
25.7
215440
8382.88
Road C
38.64
323914
8382.88
Road D
142.02
1190536
8382.88
Road E
71.88
602561
8382.88
Road F
104.52
876178
8382.88
Road G
750.9
6294704
8382.88
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,
complete as per specification using CMP as per clause 507 of MORTH Rev-5
-
-
-
Road A
225.48
2394119
10617.88
Road B
157.5
1672316
10617.88
Road C
342.6
3637685
10617.88
Road D
724.74
7695202
10617.88
Road E
59.93
636329
10617.88
Road F
79.92
848580
10617.88
Road G
451.16
4790362
10617.88
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 using carted earth with an average lead of 5km
-
-
-
Road A
367
87338
237.98
Road B
256
60922
237.98
Road C
551
131126
237.98
Road D
1177
280102
237.98
Road G(695+401.55)
1096.55
260956
237.98
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
-
-
-
Road E
44
1171
26.62
Road F
72
1916
26.62
Providing Barrier Type Kerb for median / island susing 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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-
-
Road E
129
60797
471.3
Road F
86.58
40358
466.14
Refilling with excavated earth other than sand including cost and conveyance of gravel to worksite laying handling charges and filling in layers tamering to optimum mositure content to get the maximum density including watering with a lead and all other incidental charges etc. complete..
-
-
-
Road E
71.71
3072
42.85
Road F
28.8
1234
42.85
Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900.
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-
-
Road E
30
128304
4276.8
Road G(10+60)
70
299376
4276.8
Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906.
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-
-
Road E
30
7986
266.2
Road G(10+60)
70
18634
266.2
Dismantling the Brick / Stone Masonry in cement mortar walls under 3m high removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
-
-
-
Road G
56.82
16088
283.14
Dismantling the Plain Cement Concrete removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
-
-
-
Road E
18.94
9208
486.2
Road G
19.2
9335
486.2
Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of culverts
-
-
-
Road G
126.95
36735
289.37
Earth work 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, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Pipe culvert
-
-
-
Road E
128.04
31564
246.52
Road G
286.11
70531
246.52
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
-
-
-
Road G
8.43
50220
5957.35
Plain Cement Concrete M10 grade(Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall.
-
-
-
Road E
2.69
14402
5354.05
Road G
8.07
42577
5276
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
-
-
-
Road G
47.23
400360
8476.82
Vibrated Cement Concrete M20 grade(Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.
-
-
-
Road E
26.5
234955
8866.25
Road G
79.5
698661
8788.2
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
-
-
-
Road G
31.2
377890
12111.86
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
-
-
-
Road G
2.27
216650
95609.27
Gravel filling behind culvert including cost and conveyance to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental chargesetc. complete as per standard specification.
-
-
-
Road E
41.81
11595
277.34
Road G
78.45
21757
277.34
Providing and Laying hot applied thermoplastic compound 2.5 mm 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 MORT&H specification No: 803.
-
-
-
Road E
70.7
62923
890
Road F
305.63
272010
890
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 reflecterance 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 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 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+/-2mm)from the body is to be a minimum value of 500kgf. Fixing will be by drilling holes on the road for the shanks to go inside ,without nails and using epoxy resin based adhesive as per manufacturer 's recommondation and complete as directed by the engineer. the marker shall support a load of 13635 kg tested in acordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc.,complete)
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-
-
Road E
103
49440
480
Road F
456
218880
480
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 IRC standards of 67-2010 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed on back supporting frame of 75mm x 75mm x 6 mm 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 45cm x 45cm x 60cm size including cost and conveyance of all materials ,equipment ,machinary and labour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by an engineer in charge.high intensity retro reflective sheet shal consist of minimum coefficient of retro-reflective as per table 6.6 of IRC 67-2012.the Retro Reflective Sheeting shall be covered under 7 year warrenty 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 spec. No.801)
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-
-
Road E 90CM OCTAGON BOARD
1
8205
8205
Road E 60CM CIRCULAR BOARD
3
13539
4513
Road E 90CM EQUILATERAL BOARD
10
51260
5126
Road F 90CM OCTAGON BOARD
1
8205
8205
Road F 60CM CIRCULAR BOARD
4
18052
4513
Road F 90CM EQUILATERAL BOARD
10
51260
5126
Providing and erecting 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 Alluminium sheet fixed over back supporting fram of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of 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 45cm x 45cm x 60cm size including cost and conveyance of all materials ,equipment ,machinary and labour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by an engineer in charge.high intensity retro reflective sheet shal consist of minimum coefficient of retro-reflective as per table 6.6 of IRC 67-2012.the Retro Reflective Sheeting shall be covered under 7 year warrenty 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 spec. No.801)
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-
-
Road E
3.24
38248
11805
Road F More than 90sqm
4.32
50997
11805
Providing and erecting 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 Alluminium sheet fixed over back supporting fram of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of 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 45cm x 45cm x 60cm size including cost and conveyance of all materials ,equipment ,machinary and labour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by an engineer in charge.high intensity retro reflective sheet shal consist of minimum coefficient of retro-reflective as per table 6.6 of IRC 67-2012.the Retro Reflective Sheeting shall be covered under 7 year warrenty 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 spec. No.801)
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-
-
Road E
1
25000
25000
Road F
3
75000
25000
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
-
44217302
Add GST at 18%
1
-
7959114
Total Value put to Tender
1
-
52176416
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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44217302
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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