Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,50,20,000
Costs
EMD
₹ 1,36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 11 24 25 Karur Division Tpr 030
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_481462_1Tender No
TN 11 24 25 Karur Division TPR 030Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road B
2101.6
259043
123.26
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V
1
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Road A
112.5
247225
2197.56
Road B
482.25
1162068
2409.68
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. MORTH No. 111, 112, 401, 900
1
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-
Road B
344.47
860892
2499.18
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900
1
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Road A
187.5
414376
2210.01
Road B
861.17
1812771
2105.01
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 per Clause 502 of MORTH Rev-5.
1
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Road A
750
61305
81.74
Road B
3444.62
281632
81.76
prime coat - Providing and applying tack coat with Bitumen Emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.90kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900
1
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-
Road A
125
11532
92.26
Road B
312.5
28831
92.26
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 perClause 503 of MORTH Rev-5
1
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-
Road A
875
16502
18.86
Road B
3757.12
70896
18.87
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111,112,501,503,900
1
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Road B
6811.9
184602
27.1
Advance patch work using 45mm IRC size HBG metal for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete, as per MORTH Specification.
1
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-
Road B
33.27
134561
4044.52
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50 -13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
1
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Road B
258.35
2390375
9252.47
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900
1
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Road A
37.5
374665
9991.08
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
1
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Road A
30
324542
10818.08
Road B
307.7
3328723
10818.08
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller. For making of berms using carted earth. MORTH No. 111, 112, 301, 305, 900
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Road B
498
74640
149.88
Crushed Run Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
1
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Road A
18.75
39057
2083.08
Road B
46.88
97654
2083.08
Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness
using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5
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Road A
125
24997
199.98
Road B
312.5
62493
199.98
Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification
Dismantling Stone / R.R Masonry with lime motor. MORTH No. 111, 112, 202
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Road A
16.2
4586
283.14
Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Reinforced Cement Concrete. MORTH No. 111, 112, 202
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Road A
16
68939
4308.7
Earthwork excavation in all classes of soil except 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 DRESSING THE BED UP TO SILL LEVEL.
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Road A
132.36
16314
123.26
Earthwork excavation in all classes of soil except soft desintegrated rock except Hardrock 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 ABUTMENTS, PIERS AND WINGS.RETAINING WALL
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Road A
877.25
396902
452.44
Earthwork excavation in all classes of soil except soft desintegrated rock except Hardrock 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 ABUTMENTS AND PIRES
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Road B
123.46
35803
290
Plain Cement Concrete M-15, Nominal Mix, 1:3:6, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE BELOW FOUNDATION
1
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Road B
6.63
43108
6502
Vibrated Plain Cement Concrete M-10, Nominal Mix, 1:3:6, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTING CUM BELOW SILL LEVEL
1
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Road A
44.7
259841
5813
Vibrated Reinforced Cement Concrete grade M30 Design using 20mm & 12mm Metal(1:1.5:3) using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc., completed for BOX CULVERT
1
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Road B
19.48
251233
12897
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB
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Road A
13
92834
7141.15
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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.MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
142.6
1371705
9619.25
Vibrated Reinforced Cement Concrete M20 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for Wing wall and parepet. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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Road A
42.17
371770
8816
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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, -
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Road A
6.2
78673
12689.33
Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for CC PARAPETS OVER WINGS . MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
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Road A
6.8
79382
11673.96
Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
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Road A
13.2
1262052
95610
Road B
1.5
143415
95610
Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. MORTH No. 2706, 900
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Road A
48
8520
177.5
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. MORTH No. 2600 MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
17.6
1936
110
Vibrated Reinforced Cement Concrete M30 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for DECK SLAB. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
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Road A
50
610047
12200.94
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plaints employed etc., for filter media as per MoRTH Specification MORTH No. 305, 309, 2504
1
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Road A
45.6
70638
1549.08
Filling behind Abutmants and wings with clean gritty gravel including cost and 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 for filling behind the abutment and wings.MORTH No. 305, 309, 2504
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Road A
85
23573
277.34
PROVIDING AND FIXING PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., Complete in between DECK SLAB OVER ABUTMENT AND PIER. MORTH No. 2600, 900
1
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Road A
29.85
19503
653.4
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 chages etc., complete for Approach Slab.MORTH No. 305, 309, 2504
1
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Road A
18.27
173967
9522.01
Vibrated Reinforced Cement concrete M40 grade (Design mix) Using ISS size hard granite broken graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for RCC CRASH BARRIERS OVER DECK SLAB. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2700
1
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Road A
6.13
72731
11864.8
Vibrated Cement Concrete of Grade M30 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of fromwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete RAFT AND CUT OFF WALL
1
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Road A
206
2230450
10827.43
Vibrated Cement Concrete of Grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of fromwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete CUT OFF WALL
1
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Road A
36.9
402775
10915.33
Vibrated Cement Concrete of Grade M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of fromwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete REGID APRON
1
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Road A
21.3
146118
6860.02
Granite rough stone dry packing for the specified thickness for apron using good size granite roughstone, properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges etc., complete for FLEXIBLE
1
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Road A
89.6
207068
2311.03
Vibrated Cement concrete M30 mix (Design Mix) using 25MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing 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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900, 2200, 2300
1
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Road A
133.5
95858
718.04
Road B
12.81
8949
698.6
Supply of NP 3 class RCC 900 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
1
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Road A
10
38214
3821.4
Road B
10
38214
3821.4
Laying and fixing of 900mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.
1
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Road A
10
2310
231
Road B
10
2310
231
Providing and fixing of cast iron drainage spouts 100mm dia as per MOST 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.
1
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Road A
4
9992
2498.1
Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
1
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Road A
71.2
29882
419.7
Filling in side the raft with quarry dust including cost and conveyance of sand 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 for filling inside the raft.
1
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Road A
478
261093
546.22
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
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21199571
Add GST at 18%
1
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3815923
Total Value put to Tender
1
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25015494
Differnce Amount (Excess/Less)
1
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Quoted Amount (Basic Rate Only)
1
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Add GST at 18% of of Quoted Amount
1
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Total Value of Quoted Amount Including 18% of GST
1
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Basic cost of value put to tender as per Estimate
-
21199571
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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