Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,61,50,000
Costs
EMD
₹ 2,92,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 006 Tn No 05 2024 25 Hdo Dated 14 08 2024
Description
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Contact
Tender Id
2024_HWAY_476744_1Tender No
MDU No 006 TN No 05 2024 25 HDO Dated 14 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
ROAD C
2549.86
314295
123.26
ROAD D
3744.19
461508
123.26
ROAD E
1908
235180
123.26
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 site and disposal of all surplus materials etc., complete as per standard specification. For making up low berms including forming Sub Grade
-
-
-
ROAD D
1656.72
326324
196.97
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
-
-
-
ROAD A
55.3
103851
1877.96
ROAD B
350
675766
1930.76
ROAD C
373.34
696189
1864.76
ROAD D
319.51
667507
2089.16
ROAD E
350
763546
2181.56
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
-
-
-
ROAD A
69.12
123618
1788.46
ROAD B
665
1224437
1841.26
ROAD C
952
1690047
1775.26
ROAD D
718.92
1437595
1999.66
ROAD E
420
878665
2092.06
Wet Mix Macadam (Table 400-13) 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 roller 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 Specification no.111,112,406,900
-
-
-
ROAD A
138.26
305636
2210.59
ROAD B
875
1934266
2210.59
ROAD C
933.34
2063232
2210.59
ROAD D
798.79
1765797
2210.59
ROAD E
875
1934266
2210.59
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.
-
-
-
ROAD B
36.97
139679
3778.18
ROAD C
36.13
132253
3660.48
ROAD D
28.68
106236
3704.2
ROAD E
34.7
133580
3849.57
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 perClause 502 of MORTH Rev-5 Specification no. 111, 112, 501,502,900- over WMM
-
-
-
ROAD A
552.99
45173
81.69
ROAD B
3500
285915
81.69
ROAD C
3727.85
304528
81.69
ROAD D
3195.15
260947
81.67
ROAD E
3500
285985
81.71
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
-
-
-
ROAD A
552.99
10418
18.84
ROAD B
3500
65940
18.84
ROAD C
3727.85
70232
18.84
ROAD D
3195.15
60164
18.83
ROAD E
3500
65975
18.85
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
-
-
-
ROAD B
8028.76
217338
27.07
ROAD C
8070.75
218475
27.07
ROAD D
6826.13
184783
27.07
ROAD E
7500
203100
27.08
Tack coat - Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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 per Clause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
-
-
-
ROAD C
53.9
1149
21.32
ROAD D
50.6
1078
21.31
Dense Bituminous Macadam Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 - Grading II
-
-
-
ROAD A
30.41
308847
10156.12
ROAD B
210
2132785
10156.12
ROAD C
223.68
2271720
10156.12
ROAD D
175.73
1784734
10156.12
ROAD E
210
2132785
10156.12
Bituminous Concrete (Table 500-17) 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
-
-
-
ROAD A
16.59
182452
10997.75
ROAD B
345.89
3804011
10997.75
ROAD C
355.58
3910579
10997.75
ROAD D
302.17
3323190
10997.75
ROAD E
330
3629257
10997.75
Providing compaction for embankment / making up of low berms using the available 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 (Earth work compaction only)
-
-
-
ROAD A
45
1198
26.64
ROAD B
437
11641
26.64
ROAD C
478
12733
26.64
ROAD D
434
11561
26.64
ROAD E
337.5
8991
26.64
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
-
-
-
R.R.Masonry
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
5.85
1656
283.14
Cut Stone Slab
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
12
6155
512.93
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 111,112,304 for Dressing the bed up to Sill Level
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
19.38
2388
123.26
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 111,112,304 for foundation
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
193.42
55969
289.37
EarthworkExcavation inall classesof soils except hard rock requiring blasting and depositingonbank withall leadsand lifts as per SS20B including cost of all labour, materials, tools, equipmentsandall incidental charges and sheeting, shoring, bracing and theirsubsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottomof excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Body wall and pipes
-
-
-
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
86.14
21235
246.52
ROAD E (FOR PIPE CULVERT AT KM 0/4)
63.35
15617
246.52
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
86.14
21235
246.52
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 Leveling Course (BOX CULVERT)
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
26.22
156888
5983.53
Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to work site including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curingwithall leads for soft potable water, working in all depths includinghire, runningandfuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall
-
-
-
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
3.86
20554
5325.05
ROAD E (FOR PIPE CULVERT AT KM 0/4)
2.1
11710
5576.3
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
3.86
21569
5588
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
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
32.23
386379
11988.18
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
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
1.84
175729
95609.27
Vibrated Cement Concrete M20 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., complete for for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900
-
-
-
ROAD C (FOR BOX CULVERT AT KM 0/4)
192.54
1465685
7612.37
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
40.2
300187
7467.34
ROAD E (FOR PIPE CULVERT AT KM 0/4)
18.29
169630
9274.49
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
40.2
310757
7730.29
Supplyof 1000 mm dia RCC NP3 class pipes confirming to IS458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental chargesetc., complete as per standard specification.
-
-
-
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
10
42768
4276.8
ROAD E (FOR PIPE CULVERT AT KM 0/4)
15
64152
4276.8
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
10
42768
4276.8
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
-
-
-
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
10
2662
266.2
ROAD E (FOR PIPE CULVERT AT KM 0/4)
15
3993
266.2
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
10
2662
266.2
Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
ROAD C (FOR PIPE CULVERT AT KM 0/2 & 2/2)
9.46
2348
248.21
ROAD E (FOR PIPE CULVERT AT KM 0/4)
15.71
5709
363.42
ROAD E (FOR PIPE CULVERT AT KM 0/10 & 1/4)
9.46
3494
369.39
Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408.
-
-
-
ROAD A (JUNCTION IMPROVEMENT)
91.96
42063
457.41
Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures,spread,greaded and compacted as per CL:407 of MORTH
-
-
-
ROAD A (JUNCTION IMPROVEMENT)
20.85
4106
196.97
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
47583624
Add GST at 18%
1
-
8565052
Total Value put to Tender
1
-
56148676
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
-
47583624
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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