Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Nov 2024
Closing Date16 Dec 2024
Tender Amount₹ 2,61,00,000
Costs
EMD
₹ 1,42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu 068 Tn No 29 2024 25 Hdo Dated 25 11 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_505630_1Bid Award Id
ViewTender No
MDU 068 TN No 29 2024 25 HDO Dated 25 11 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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Road A i
13.59
4185
56881.63
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Road A ii
21.06
4177
87976.47
... More
Granular Sub-Base with Close Graded Material (Table:- 400-1) - 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 soil compactor to achieve the desired density, complete as per clause 401 of MORTH Rev-5 as per Specification No.111, 112,401,900 - for grading- III Material
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-
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Road A
369.82
2629
972426.9
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Granular Sub-Base with Close Graded Material (Table:- 400-1) - 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 soil compactor to achieve the desired density, complete as per clause 401 of MORTH Rev-5 as per Specification No.111, 112,401, 900 - for grading- V Material
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-
-
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Road A
943.03
2538
2393542.16
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Road A Box culvert (1.5 X 1.5) at Km 24/2
32.56
2538
82641.84
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
32.56
2538
82641.84
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Road A Box culvert (2X2)at Km 24/4 ii
38.7
2538
98226.02
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Road A Box culvert(1.5 X 1.5) at Km 24/10
32.56
2538
82641.84
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
32.56
2538
82641.84
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
32.56
2538
82641.84
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Road A Box culvert(1.5 X 1.5) at Km 25/10
32.56
2538
82641.84
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 as per Specification no.111,112, 406,900
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-
-
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Road A
928.53
2480
2303655.07
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Prime Coat Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it,including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 Specification no.111,112, 501,502,900- Prime Coat Over WBM/ WMM Surface
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-
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Road A
3711.65
81
303798.55
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Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900- Tack Coat Over Primed Surface
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-
-
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Road A
3711.65
18
70150.19
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Tack coat - Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900 - Tack Coat Over Existing BT Surface
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-
-
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Road A
7619.25
27
206634.06
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Bituminous Macadam-Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Specification no.111,112, 501,503,900 - Grading II
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-
-
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Road A
224.18
8873
1989149.14
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Bituminous Concrete - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Specification No.111,112,507,900 complete in all respects - Grading II
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-
-
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Road A
341.03
11170
3809339.2
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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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of low berms with conveyance
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-
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Road A
896.58
204
183754.07
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Excavation 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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 no.111,112,301,305, 900 For excavated earth and forming of Diversion road.
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-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
298.59
204
61196.02
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
298.59
204
61196.02
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Road A Box culvert (2X2)at Km 24/4 ii
298.59
204
61196.02
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Road A Box culvert(1.5 X 1.5) at Km 24/10
298.59
204
61196.02
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
298.59
204
61196.02
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
298.59
204
61196.02
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Road A Box culvert(1.5 X 1.5) at Km 25/10
298.59
204
61196.02
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Dismantling the existing Brick/stone Masonry in Cement Mortor walls under 3m high in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc.,complete
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-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
4.31
283
1220.33
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
4.31
283
1220.33
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Road A Box culvert (2X2)at Km 24/4 ii
10.08
283
2854.05
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Road A Box culvert(1.5 X 1.5) at Km 24/10
4.31
283
1220.33
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
4.31
283
1220.33
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
4.31
283
1220.33
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Road A Box culvert(1.5 X 1.5) at Km 25/10
4.31
283
1220.33
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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 for Foundation of Abutments and Piers.
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-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
149.2
290
43268
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
149.2
290
43268
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Road A Box culvert (2X2)at Km 24/4 ii
218.02
290
63225.8
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Road A Box culvert(1.5 X 1.5) at Km 24/10
149.2
290
43268
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
149.2
290
43268
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
149.2
290
43268
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Road A Box culvert(1.5 X 1.5) at Km 25/10
149.2
290
43268
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Vibrated Cement concrete in M 15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation.
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-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
8.34
6715
56003.1
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
8.34
6715
56003.1
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Road A Box culvert (2X2)at Km 24/4 ii
10.3
6715
69164.5
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Road A Box culvert(1.5 X 1.5) at Km 24/10
8.34
6715
56003.1
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
8.34
6704
55911.36
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
8.34
6704
55911.36
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Road A Box culvert(1.5 X 1.5) at Km 25/10
8.34
6704
55911.36
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm 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 standard specification 1000,1500,1600, 1700,2200 & 900 for Box Culvert
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-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
31.2
12869
401512.8
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
31.2
12869
401512.8
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Road A Box culvert (2X2)at Km 24/4 ii
39.42
12891
508163.22
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Road A Box culvert(1.5 X 1.5) at Km 24/10
31.2
12869
401512.8
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
31.2
12858
401169.6
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
31.2
12858
401169.6
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Road A Box culvert(1.5 X 1.5) at Km 25/10
31.2
12858
401169.6
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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 walls
-
-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
42.17
9028
380710.76
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
42.17
9028
380710.76
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Road A Box culvert (2X2)at Km 24/4 ii
61.5
8833
543229.5
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Road A Box culvert(1.5 X 1.5) at Km 24/10
42.17
9028
380710.76
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
42.17
9017
380246.89
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
42.17
9017
380246.89
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Road A Box culvert(1.5 X 1.5) at Km 25/10
42.17
9017
380246.89
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Supply and fabrication of steel Grade Fe-550D 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 A Box culvert (1.5 X 1.5) at Km 24/2
2.29
95610
218946.9
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
2.29
95610
218946.9
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Road A Box culvert (2X2)at Km 24/4 ii
2.88
95610
275356.8
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Road A Box culvert(1.5 X 1.5) at Km 24/10
2.29
95610
218946.9
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
2.29
95610
218946.9
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
2.29
95610
218946.9
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Road A Box culvert(1.5 X 1.5) at Km 25/10
2.29
95610
218946.9
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Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard 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 incidental charges etc., complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 1700, 2702, 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB
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-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
19.11
714
13654.1
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
19.11
714
13654.1
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Road A Box culvert (2X2)at Km 24/4 ii
23.66
714
16905.07
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Road A Box culvert(1.5 X 1.5) at Km 24/10
19.11
714
13654.1
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Road A Box culvert (1.5 X 1.5)at Km 25/4 i
19.11
713
13638.81
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Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
19.11
713
13638.81
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Road A Box culvert(1.5 X 1.5) at Km 25/10
19.11
713
13638.81
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Supply of 1000mm 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
-
-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
7.5
4276
32076
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
7.5
4276
32076
... More
Road A Box culvert (2X2)at Km 24/4 ii
7.5
4276
32076
... More
Road A Box culvert(1.5 X 1.5) at Km 24/10
7.5
4276
32076
... More
Road A Box culvert (1.5 X 1.5)at Km 25/4 i
7.5
4276
32076
... More
Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
7.5
4276
32076
... More
Road A Box culvert(1.5 X 1.5) at Km 25/10
7.5
4276
32076
... More
Laying and fixing of 1000 mm 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
-
-
-
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Road A Box culvert (1.5 X 1.5) at Km 24/2
7.5
266
1996.5
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Road A Box culvert(1.5 X 1.5) at Km 24/4 i
7.5
266
1996.5
... More
Road A Box culvert (2X2)at Km 24/4 ii
7.5
266
1996.5
... More
Road A Box culvert(1.5 X 1.5) at Km 24/10
7.5
266
1996.5
... More
Road A Box culvert (1.5 X 1.5)at Km 25/4 i
7.5
266
1996.5
... More
Road A Box culvert (1.5 X 1.5)at Km 25/4 ii
7.5
266
1996.5
... More
Road A Box culvert(1.5 X 1.5) at Km 25/10
7.5
266
1996.5
... More
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
22117679
-
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Add GST at 18%
1
3981182
-
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Total Value put to Tender
1
26098861
-
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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
-
-
22117679
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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