Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,69,25,000
Costs
EMD
₹ 1,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 062 Tn No 15 2024 25 Hdo Dated 28 08 2024
Description
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Contact
Tender Id
2024_HWAY_481224_1Bid Award Id
ViewTender No
MDU No 062 TN No 15 2024 25 HDO Dated 28 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
ROAD A
685.38
1563070
2280.59
ROAD A (for Box culvert) at km 6/6(i),7/10
40.11
91474
2280.59
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 No.111, 112, 401,900 - for Grading-III Material
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-
-
ROAD A
297.98
706987
2372.6
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 of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202.
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-
-
ROAD A
3642.1
79543
21.84
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
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-
-
ROAD A
1837.6
4747016
2583.27
ROAD A (for Box culvert) at km 6/6(i),7/10
5.63
14543
2583.27
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
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-
-
ROAD A
13934.2
1140514
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 no.111, 112, 501,503, 900- over granular surfaces treated with primer
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-
-
ROAD A
13934.2
263356
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 no.111,112,501, 503,900- over Bituminous surface
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-
-
ROAD A
65.8
1408
21.4
Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.30 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 Cement surface
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-
-
ROAD A
95.88
2600
27.12
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
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-
ROAD A
696.7
6268209
8997
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
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-
-
ROAD A
422.88
4779550
11302.38
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
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-
ROAD A (for Box culvert) at km 6/6(i),7/10
396
108238
273.33
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
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-
ROAD A
588
15664
26.64
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
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-
ROAD A
2
4394
2197
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
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-
ROAD A
8
4597
574.65
Dismantling
Dismantling the salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202 SI.No.14 R.R.Masonry
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ROAD A (for Box culvert) at km 6/6(i),7/10
36.38
8367
230
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.
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-
ROAD A (for Box culvert) at km 6/10(i),7/10
403.87
117122
290
Plain Cement Concrete of grade M15 Nominal Mix (1:3:6) using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS.
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-
ROAD A (for Box culvert) at km 6/6(i),7/10
24.21
153856
6355.07
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.
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-
ROAD A (for Box culvert) at km 6/6(i),7/10
83.23
1051785
12637.1
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.
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ROAD A (for Box culvert) at km 6/6(i),7/10
103.67
886715
8553.25
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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
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-
ROAD A (for Box culvert) at km 6/6(i),7/10
6.21
593738
95610
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
-
22814322
Add GST at 18%
1
-
4106578
Total Value put to Tender
1
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26920900
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
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22814322
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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