Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 1,75,40,000
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 207 Tn No 01 2024 25 Hdo Dated 10 06 2024
Description
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Contact
Tender Id
2024_HWAY_453627_1Bid Award Id
ViewTender No
MDU 207 TN No 01 2024 25 HDO Dated 10 06 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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 Vth Revision Specification no.111,112,406,900
-
-
-
ROAD A
750
1739580
2319.44
ROAD B
220
510276
2319.44
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 no.111,112, 501,502,900- over WMM
-
-
-
ROAD A
7500
565350
75.38
ROAD B
2200
165836
75.38
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 no.111, 112, 501,503, 900- over granular surfaces treated with primer
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-
-
ROAD A
7500
126825
16.91
ROAD B
2200
37224
16.92
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 no.111,112,501,503,900 - Grading II
-
-
-
ROAD A
375
3169012
8450.7
Road B
110
929577
8450.7
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 Specificationno.111,112,507,900 complete in all respects - Grading II
-
-
-
ROAD A
225
2406285
10694.6
Road B
66
705843
10694.6
Excavation 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 including compaction by power roller rolling as per MORTH Specification No.111, 112, 301, 305, 900 Formation of Diversion road using Carted earth an average lead of 5 km Lead
-
-
-
ROAD A
600
101322
168.87
Road B
120
20264
168.87
Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900
-
-
-
ROAD A (for Retainingwall)
56
2181
38.95
Excavation 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 including compaction by power roller rolling as per MORTH Specification No.111, 112, 301, 305, 900 Formation of Diversion road using Carted earth an average lead of 2 km Lead
-
-
-
ROAD A (for Retainingwall)
22
3834
174.3
Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
ROAD A
3
2718
906
Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete as per MORT & H Specification No. 804
-
-
-
ROAD A
8
2048
256
Road B
2
512
256
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 Abutments and Piers.
-
-
-
ROAD A (for Retainingwall)
56
6274
112.05
ROAD A (for Breastwall)
172.13
19287
112.05
Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and 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 as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 For Foundation Concrete
-
-
-
ROAD A (for Retainingwall)
14
89672
6405.2
ROAD A (for Breastwall)
57.38
367530
6405.2
Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900 complete for FOUNDATION BELOW SILL LEVEL
-
-
-
ROAD A (for Retainingwall)
32.4
253025
7809.44
ROAD A (for Breastwall)
102
872859
8557.45
Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900 complete for FOUNDATION ABOVE SILL LEVEL
-
-
-
ROAD A (for Retainingwall)
86.1
801230
9305.81
ROAD A (for Breastwall)
170
1874085
11024.03
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 as per MORTH specification no.2700, 900
-
-
-
ROAD A (for Retainingwall)
40
7100
177.5
ROAD A (for Breastwall)
106.25
18859
177.5
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
-
14862862
Add GST at 18%
1
-
2675315
Total Value put to Tender
1
-
17538177
Excess/Less Percentage
1
-
-
Final Value
1
-
-
Add GST at 18% of Final Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
14862862
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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