Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,07,00,000
Costs
EMD
₹ 2,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 014 Tn No 07 2024 25 Hdo Dated 17 08 2024
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_477125_1Bid Award Id
ViewTender No
MDU No 014 TN No 07 2024 25 HDO Dated 17 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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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- V Material
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-
-
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Road A
225
396951
1764.23
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Road B
1138.25
2038184
1790.63
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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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-
-
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Road A
150
277965
1853.1
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Road B
572.25
1075543
1879.5
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface 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 standard specifications.
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-
-
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Road B
1162.5
25389
21.84
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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.
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-
-
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Road B
38.67
142613
3687.96
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specficationon a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 111,112,504,900 MORTH Rev-5 (Mix-in-place method) (For Patch Works)
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-
-
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Road A
13.38
108254
8090.76
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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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-
-
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Road A
375
793950
2117.2
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Road B
1879.04
3978303
2117.2
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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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-
-
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Road A
1500
122760
81.84
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Road B
9887.56
809099
81.83
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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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-
-
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Road A
1500
28350
18.9
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Road B
9887.56
186776
18.89
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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 surfaces
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-
-
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Road A
5500
149160
27.12
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Road B
10773.99
292190
27.12
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Providing and laying Tack coat over Concrete surface using 3.00 Kg Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of materials, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
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-
-
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Road B
94.05
2011
21.39
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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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-
-
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Road B
494.27
4196174
8489.64
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Providing and laying Dence 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 no.111,112,505,900 Grading II 50 mm thick.
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-
-
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Road A
199.38
2033624
10199.74
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Providing and laying Dence 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 no.111,112,505,900 Grading I 75 mm thick.
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-
-
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Road A
142.5
1343129
9425.47
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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 clause No. 507 as per MORTH specification 111,112,507,900complete in all respects - Grading II
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-
-
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Road A
210
2328003
11085.73
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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 no. 111, 112, 507, 900 complete in all respects - Grading II
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-
-
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Road B
622.83
6725243
10797.88
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Providing combaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms. (Earth work compaction only)
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-
-
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Road A for Berms
200
5328
26.64
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Road B For Berms
555
14785
26.64
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Dismantling
Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab 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
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-
-
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PCC
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-
-
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Road B Box culvert at Km 0/8
14.55
7074
486.2
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Road B Widening Slab culvert at Km 1/2
10.58
5144
486.2
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Road B Widening Slab culvert at Km 1/4
10.58
5144
486.2
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Road B Box culvert at Km 2/10 (i) & (ii)
31.29
15213
486.2
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RCC
-
-
-
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Road B Box culvert at Km 0/8
3.75
16157
4308.7
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Road B Box culvert at Km 2/10 (i) & (ii)
4.5
19389
4308.7
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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 no 111,112,304
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-
-
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Road A Box culvert at Km 0/8
261.79
64536
246.52
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Road B Box culvert at Km 2/10 (i) & (ii)
336.87
83045
246.52
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Earthwork excacation in soft distegrade rock not requiring blasting expect hardrock requiring blasting and deposting on bank with all leads and lifts as per SS20B,including cost of al labour, equipments and all incidental charges such as bailing our water,providing and maintaining necessary cofferdams, sheeting, shoring bracing and their sudsequent removal,removal of all logs, stumps, grups 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 WALLS,AND PIER FOOTINS.
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-
-
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Road B Widening Slab culvert at Km 1/2
95.28
36846
386.72
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Road B Widening Slab culvert at Km 1/4
95.28
36846
386.72
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Vibrated Cement Concrete M20 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 Leveling Course and Foundation and FOOTINGS OF PCC RETAINING WALL Below Sill
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-
-
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Road B Box culvert at Km 0/8
17.47
108748
6224.86
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Road B Widening Slab culvert at Km 1/2
62.54
437353
6993.18
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Road B Widening Slab culvert at Km 1/4
62.54
437353
6993.18
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Road B Box culvert at Km 2/10 (i) & (ii)
29.1
182331
6265.68
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Vibrated Cement Concrete M20 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 Leveling Course and Foundation and FOOTINGS OF PCC RETAINING WALL Above Sill
-
-
-
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Road B Widening Slab culvert at Km 1/2
23.17
179372
7741.6
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Road B Widening Slab culvert at Km 1/4
23.62
182193
7713.54
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Vibrated cement concrete of grade M20 Nominal mix 1:1.5:3 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 cobncrete, working at depths ,tool,s and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification, for ABUTMENTS, WINGS, RETAINING WALL AND RIVER TRAINING WALL FOR BELOW SILL LEVEL.
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-
-
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Road B Box culvert at Km 0/8
43.59
338813
7772.74
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Road B Box culvert at Km 2/10 (i) & (ii)
80.83
639520
7911.92
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Vibrated cement concrete of grade M20 Nominal mix 1:1.5:3 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 cobncrete, working at depths ,tool,s and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification, for ABUTMENTS, WINGS, RETAINING WALL AND RIVER TRAINING WALL FOR Above SILL LEVEL.
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-
-
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Road B Box culvert at Km 0/8
58.97
545685
9253.61
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Road B Box culvert at Km 2/10 (i) & (ii)
117.49
1087882
9259.36
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Vibrated reinforced cement concrete of grade M25 design mix 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 BED BLOCK CUM DIRT WALL OVER PIER AND ABUTMENTS.
-
-
-
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Road B Widening Slab culvert at Km 1/2
2.1
23028
10966.05
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Road B Widening Slab culvert at Km 1/4
2.1
23028
10966.05
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Providing and fixing KRAFT PAPER for dull width of seating of deck slab and including cost and conveyence to worksite, labour for fixing ghe same in correct position and all other incidental charges etc., complete - sqm
-
-
-
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Road B Widening Slab culvert at Km 1/2
4.2
462
110
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Road B Widening Slab culvert at Km 1/4
4.2
462
110
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Vibrated reinforced cement concrete of grade M25 design mix 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 Deck slab
-
-
-
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Road B Widening Slab culvert at Km 1/2
3.44
38976
11330.4
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Road B Widening Slab culvert at Km 1/4
4.84
59093
12209.31
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of 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 formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT
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-
-
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Road B Box culvert at Km 0/8
46.47
569927
12264.42
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Road B Box culvert at Km 2/10 (i) & (ii)
64.38
784958
12192.59
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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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-
-
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Road B Box culvert at Km 0/8
3.34
318856
95609.27
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Road B Widening Slab culvert at Km 1/2 (Deck Slab)
0.22
21034
95609.27
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Road B Widening Slab culvert at Km 1/2 Bed Block)
0.12
11473
95609.27
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Road B Widening Slab culvert at Km 1/4 (Deck Slab)
0.3
28682
95609.27
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Road B Widening Slab culvert at Km 1/4 Bed Block)
0.12
11473
95609.27
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Road B Box culvert at Km 2/10 (i) & (ii)
4.89
467338
95609.27
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Providing and fixing 100mm dia PVC Seepage pipes (working pressure 4Kg/1sq.cm) 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
-
-
-
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Road B Widening Slab culvert at Km 1/2
56
10780
192.5
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Road B Widening Slab culvert at Km 1/4
56
10780
192.5
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Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification between deck slabs and dirt wall over abutment and in between decks and dirt wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.
-
-
-
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Road B Widening Slab culvert at Km 1/2
8
5227
653.4
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Road B Widening Slab culvert at Km 1/4
8
5227
653.4
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Gravel filling behind Abutments and Wings with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering, tamping under OMC to get the maximum density, all incidental charges etc., complete
-
-
-
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Road B Widening Slab culvert at Km 1/2
5.78
1819
314.86
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Road B Widening Slab culvert at Km 1/4
5.78
1819
314.86
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Refilling excavated earth in trench portion including removal and satisfactory disposal of all materials necessary for the construction of road way 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
-
-
-
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Road B Box culvert at Km 0/8
87.3
3740
42.85
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Road B Box culvert at Km 2/10 (i) & (ii)
116.2
4979
42.85
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Providing filter media behind the abutments and wings for 600mm thickness using filter materials as per appendix - 6 of IRC 78 - 2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges etc., complete.
-
-
-
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Road B Widening Slab culvert at Km 1/2
14.2
18577
1308.27
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Road B Widening Slab culvert at Km 1/4
14.2
18577
1308.27
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
-
34490970
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Add GST at 18%
1
-
6208375
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Total Value put to Tender
1
-
40699345
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Excess/Less Percentage
1
-
-
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Final Value
1
-
-
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Add GST at 18% of Final Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
34490970
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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