Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,98,90,000
Costs
EMD
₹ 3,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 08 24 25 Karur Division Tpr 018
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_480031_1Tender No
TN 08 24 25 Karur Division TPR 018Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material 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 MORT&H Specification.
a) box cutting for wideneing portion
1
-
-
Road A
1894.7
233540
123.26
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.
1
-
-
Road A
219.72
4798
21.84
Road C
215
4695
21.84
Road C
170
3712
21.84
Road D
143.5
3134
21.84
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900
1
-
-
Road A
298.9
765701
2561.73
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900
1
-
-
Road A
544.5
1345639
2471.33
Road B
30
75723
2524.13
Road C
102
208990
2048.93
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
-
-
Road A
904.7
2119766
2343.06
Road B
107
250707
2343.06
Road C
127.5
298740
2343.06
Road D
64.6
151361
2343.06
Prime coat Providing and applying primer coat with bitumen emulsion (RS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM. MORTH No. 111
112, 501, 502, 900
1
-
-
Road A
4168.6
340949
81.79
Road B
425
34760
81.79
Road C
1060
86676
81.77
Road D
430.4
35198
81.78
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900
1
-
-
Road A
4168.6
78703
18.88
Road B
425
8024
18.88
Road C
1060
20002
18.87
Road D
430.4
8125
18.88
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 granular surfaces treated with primer. MORTH No. 111,112,501, 503,900
1
-
-
Road A
5434.6
147332
27.11
Road D
47641.55
1291086
27.1
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
-
-
Road A
176.2
1789346
10155.2
Road B
8
81241
10155.2
Road C
25.5
240174
9418.6
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 I. MORTH No. 111, 112, 501, 505, 900
1
-
-
Road A
103.6
975766
9418.6
Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7). MORTH No. 111, 112, 501, 505, 900
1
-
-
Road D
236.25
2055186
8699.2
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900
1
-
-
Road A
289.4
3178083
10981.63
Road B
5
54908
10981.63
Road C
20.4
224025
10981.63
Road D
1922.86
21116137
10981.63
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias 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.
d) Formation of embankment (for Berms)using side earth for filling above sub grade
1
-
-
Road A
950
142386
149.88
Road C
950
142386
149.88
Road D
2779.89
416649
149.88
Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias 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.a) Formation of embankment using cut earth including Compaction by power roller (Hire and Labour Charges only)
1
-
-
Road A
380.3
10123
26.62
Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias 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.a) Formation of embankment using cut earth including Compaction by power roller(95% Compaction)
1
-
-
Road B
191
41767
218.68
Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias 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.a) Formation of embankment using cut earth including Compaction by power roller(97% Compaction)
1
-
-
Road B
157
34720
221.15
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
-
-
Road A
82.5
182747
2215.12
Road C
82.5
182747
2215.12
Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm,0.1404cum of 11.2-5.6mm,0.0729cum of 5.602.80mm,0.0405cum of 2.80mm and below (typeB) 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 labour charges,fuel and all other incidental charges etc., complete as per specification using CMP as perclause 508 of MORTH Rev-5.Close graded premix carpet
1
-
-
Road A
550
111672
203.04
Road B
21
4263
203.04
Road C
550
111672
203.04
Supply of 900mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.
1
-
-
Road A
15
57321
3821.4
Road B
15
64152
4276.8
Road C
15
57321
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
-
-
Road A
15
3465
231
Road B
15
3993
266.2
Road C
15
3465
231
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 for Box Culvert and Wing wall.
1
-
-
Road A
364.96
105838
290
Road B
106.44
47034
441.89
Road C
320.7
93003
290
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 of Box Culvert and Wing wall.
1
-
-
Road A
20.7
131983
6376
Road B
19.96
131374
6581.91
Road C
17.9
113718
6353
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 footing ,stem and Parapet
1
-
-
Road A
84.34
732914
8690
Road B
6.84
198708
29051
Road C
84.34
730890
8666
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard 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..
1
-
-
Road A
83.48
1052599
12609
Road B
165.25
1746507
10568.88
Road C
66.76
842644
12622
Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule 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 drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification
1
-
-
Road A
6.42
613816
95610
Road B
13.27
1268744
95610
Road C
5.32
508645
95610
Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite 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 other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB
1
-
-
Road A
59.22
40808
689.1
Road B
113.93
77835
683.19
Road C
46.62
32046
687.4
Providing and fixing G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).
1
-
-
Road B
6
14988
2498.1
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG Metel metal including cost and conveyance of all materials to site Complying With required standard and Specification, includng cost of formwork, mixing, laying and compacting using vibrator including hire and fule charges such as maintaining of protective bunds, coffer dams strutting etc., including painting two coat with ready mixed synthatic enamel paint of first class quality paint and approved colour over a priming coat complete as per relevant standard specification for Centre Median Kerb wall as per clause 1000,1500,1700,2100 & 2908 of MORTH Vth Revision.
1
-
-
Road A
145.76
84354
578.72
Filling in between Kerb Wall With Excavated earth including cost and conveyance to site including labour charges for filling in layers, watering , tamping under optimum moisture content to get the maximum density as per clause 304 & 2907 of MORTH Vth Revision.
1
-
-
Road A
36.77
1575
42.85
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials tool and equipments and all other incidental charges such as sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, back filling, clearing up the site and disposal all surplus materials etc., complete as per standard specification for Foundation
1
-
-
Road B
76
18735
246.52
Cement Concrete M20 (1:1.5:3) Nominal mix using 40MM 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 for as per standard specifications for Footing (Below Sill)
1
-
-
Road B
22.8
174158
7638.52
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 body wall of Retaining wall (Above Sill)
1
-
-
Road B
88.35
872931
9880.38
Providing and fixing 110mm 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
1
-
-
Road B
40
8124
203.1
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
1
-
-
Road B
24
4260
177.5
Carted earth conyed frm an average lead 2.00 Km by earth work excavating and depositing on bank with initial lead of 20m and initial lift of 5m in hard stiff clay,stiff black cotton hard,red earth, shales,murram,gravel stoney earth and earth mixed with small size boulders as per SS20B including cost of earth work and conveyance etc., complete as directed as directed by the departmental Engineers.
1
-
-
Road B
404
71871
177.9
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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50751277
Add GST at 18%
1
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9135230
Total Value put to Tender
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59886507
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
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Basic cost of value put to tender as per Estimate
-
50751277
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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