Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 5,43,25,000
Costs
EMD
₹ 2,82,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn 17 24 25 Tirupur Division Tpr 001
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_492707_1Bid Award Id
ViewTender No
TN 17 24 25 Tirupur Division TPR 001Tender 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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Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900
1
-
-
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Road A
1033.4
123
127376.88
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Road B
699.3
123
86195.72
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Road C
2290.7
123
282351.68
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Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. Forming of Embankment 95% Compaction. Morth No. 111, 112, 301, 305, 900
1
-
-
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Road A
151
171
25901.03
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Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. Forming of Embankment 97% Compaction. Morth No. 111, 112, 301, 305, 900
1
-
-
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Road A
674
174
117276
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Road B
154.7
174
26917.8
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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 - for grading- V
1
-
-
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Road A
189
2210
417703.23
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Road B
67.4
2302
155186.48
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Road C
366.4
2038
746895.41
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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 surfac and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III Material. MORTH No. 111, 112, 401, 900
1
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-
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Road A
140
2299
321965
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Road B
51.8
2392
123913.37
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Road C
348.9
2128
742511.54
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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
1
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-
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Road A
350
2236
782817
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Road B
129.5
2236
289642.29
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Road C
1067.5
2236
2387591.85
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Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.
1
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-
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Road A
525.4
5100
2679807.95
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Road B
346.6
5186
1797585.44
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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.
1
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-
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Road A
1400
81
114618
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Road B
518
81
42408.66
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Road C
4269.7
81
349517.64
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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
1
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-
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Road A
1400
18
26474
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Road B
518
18
9795.38
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Road C
4269.7
18
80697.33
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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 perClause 503 of MORTH Rev-5
1
-
-
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Road A
3040.1
21
65058.14
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Road B
2016.8
21
43179.69
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Road C
29.4
21
629.16
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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- over bituminous surfaces. MORTH No. 111,112,501,503,900
1
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-
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Road A
11287.4
27
306227.16
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Road B
6928.8
27
187978.34
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Road C
11400.9
27
309306.42
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Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5.
1
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-
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Road A
357.5
9336
3337695.08
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Road B
202.1
9336
1886848.04
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Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50 -13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5.
1
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-
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Road C
386.6
9553
3693502.95
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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
1
-
-
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Road A
629.1
10917
6868262.16
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Road B
378.6
10917
4133403.36
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Road C
628
11205
7037022.6
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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials 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, as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller. For making of berms using Box cut earth. MORTH No. 111, 112, 301, 305, 900
1
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-
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Road A
324
26
8624.88
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Road B
351
26
9343.62
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Road C
607.5
26
16171.65
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Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. MORTH No. 111, 112, 202
1
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-
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Road A
9.98
283
2825.74
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Road B
62.74
283
17764.2
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Road C
24.9
283
7050.19
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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 for Box culvert
1
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-
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Road A
310.17
289
89753.89
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Road B
258.64
289
74842.66
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Road C
243.99
289
70603.39
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Plain Cement Concrete M15 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges for laying, compacting curing, all incidental charges complete for Leveling course for below Box culvert and Wing wall.
1
-
-
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Road A
25.96
6164
160034.57
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Road B
9.81
6254
61357.63
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Road C
15.94
5917
94332.76
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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 Retaining wall
1
-
-
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Road A
131.52
8520
1120593.8
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Road B
60.99
8464
516260.22
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Road C
45.89
8030
368528.36
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using ISS hard 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
1
-
-
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Road A
54.16
12172
659269.64
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Road B
70.87
11472
813077.34
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Road C
72.6
11869
861758.37
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Supply and fabrication of steel Grade Fe-500 D 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 standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900
1
-
-
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Road A
4.77
95610
456346.53
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Road B
4.62
95610
442100.64
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Road C
5.82
95610
556163.37
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Providing and fixing 110mm 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. MORTH No. 2706, 900
1
-
-
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Road A
50.34
203
10224.05
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Road B
10.7
203
2173.17
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Road C
6.92
203
1405.45
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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
46032319
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Add GST at 18%
1
8285817
-
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Total Value put to Tender
1
54318136
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Differnce Amount (Excess/Less)
1
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-
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Quoted Amount (Basic Rate Only)
1
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Add GST at 18% of of Quoted Amount
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-
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Total Value of Quoted Amount Including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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46032319
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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