Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,18,90,000
Costs
EMD
₹ 1,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 02 24 25 Dharapuram Division Tpr 002
Description
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Contact
Tender Id
2024_HWAY_477933_1Tender No
TN 02 24 25 Dharapuram Division TPR 002Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Road A
2650.27
326672
123.26
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
656.8
1250809
1904.4
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
486.5
969935
1993.7
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
1216.2
2522265
2073.89
Prime coat Providing and applying primer coat with bitumen emulsion (SS-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
4864.7
398175
81.85
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
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-
Road A
4864.7
91942
18.9
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 A
3686
99964
27.12
Road B
24768.7
671479
27.11
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- 40) 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
1
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-
Road A
612.62
6279404
10250.08
Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surface using 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
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-
Road B
198.8
1698499
8543.76
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-40) 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
342.1
3808027
11131.33
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
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-
Road B
743.1
8057789
10843.48
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. MORTH No. 111, 112, 301, 305, 900
1
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-
Road A
112.5
2994
26.62
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 Site Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900
1
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-
Road B
1014.4
163998
161.67
Conveying and disposing of the surplus earth from box cutting with an average lead of 1Km as directed by the engineer in charge. MORTH No. 111, 112, 301, 305, 900
1
-
-
Road A
2537.8
29920
11.79
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. Refilling for Kerb Median [Semi Barrier Type] Center portion using Cut earth
1
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-
Road A
230.1
3723
16.18
Supply of NP 3 class RCC 900 mm dia pipes 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 dapartmental officers etc., complete. For Diversion Road
1
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-
Road A
15
57315
3821
Hoisting and fixing of 900mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete.
1
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-
Road A
15
3465
231
Dismantling Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification
Dismantling Plain Cement Concrete MORTH No. 111, 112, 202
1
-
-
Road A
13.5
6563
486.2
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 materials, tools, equipments and all incidental charges and 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 of all surplus materials, etc, complete as per standard specification for foundation of Box Culvert & Retaining Wall. MORTH No. 111, 112, 304
1
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-
Road A
23.4
6786
290
Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW THE FOOTINGS OF CULVERTS. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
1.2
6606
5505
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Steam of Retaining wall, Footing & Parapet. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
1
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-
Road A
11.44
97514
8524
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 work site, including hire and fuel charge sof al lthe 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.
1
-
-
Road A
794.5
452610
569.68
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. MORTH No. 2706, 900
1
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-
Road A
5.95
1208
203.1
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
-
27015756
Add GST at 18%
1
-
4862836
Total Value put to Tender
1
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31878592
Differnce Amount (Excess/Less)
1
-
-
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
-
27015756
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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Evaluation Notes How It Works ?
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