Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,72,73,000
Costs
EMD
₹ 1,98,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 049 Tn No 12 2024 25 Hdo Dated 23 08 2024
Description
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Contact
Tender Id
2024_HWAY_477936_1Bid Award Id
ViewTender No
MDU No 049 TN No 12 2024 25 HDO Dated 23 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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 Vth Revision Specification No. 111, 112, 202
-
-
-
Road A
2500
54600
21.84
Providing, laying, spreading and compacting graded stone aggregates of GSB Gr. V as per specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers as Sub Base on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.401 of MoRT & H, Specifications for KKnd Bridge Works - V Revision
-
-
-
Road A
350
879109
2511.74
Road B
67.46
161427
2392.94
Road C
8.79
21149
2406.14
Road D
5.5
13887
2524.94
Providing, laying, spreading and compacting graded stone aggregates of GSB Gr. III as per specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers as Sub Base on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Cl.401 of MoRT & H, Specifications for KKnd Bridge Works - V Revision.
-
-
-
Road A
822.5
2141016
2603.06
Road B
136.19
338331
2484.26
Road C
45.13
112710
2497.46
Road D
44.51
116449
2616.26
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
-
-
-
Road A
1625
4031576
2480.97
Road B
112.44
278960
2480.97
Road C
30.52
75719
2480.97
Road D
13.75
34113
2480.97
Providing and laying Prime Coat over WBM/ WMM surface using 0.7 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
-
-
-
Road A
11000
900350
81.85
Road B
449.75
36807
81.84
Road C
175.75
14383
81.84
Road D
55
4500
81.83
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
-
-
-
Road A
11000
207900
18.9
Road B
449.75
8500
18.9
Road C
175.75
3321
18.9
Road D
55
1039
18.9
Providing and laying Tack Coat over Existing BT surface using 0.2 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.
-
-
-
Road A
134.38
3644
27.12
Providing, laying 50mm consolidated thick Dense 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 37Kgs 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
-
-
-
Road A
660
6825429
10341.56
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 37Kgs 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
-
-
-
Road B
22.49
199553
8873
Road C
8.79
77993
8873
Road D
2.75
24400
8873
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
-
-
-
Road A
334.03
3731148
11170.1
Road B
13.49
150684
11170.1
Road C
5.27
58866
11170.1
Road D
1.65
18430
11170.1
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
-
-
-
Road A
1750.83
358832
204.95
Earth work 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, 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 Body wall and pipes.
-
-
-
Road A (0/4)
59.9
14766
246.52
Road A (0/8)
59.9
14766
246.52
Road A1/6)
59.9
14766
246.52
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 worksite including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall.
-
-
-
Road A (0/4)
1.93
11571
5995.77
Road A(0/8)
1.93
11571
5995.77
Road A 1/6)
1.93
11593
6006.75
Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.
-
-
-
Road A (0/4)
19.12
182442
9541.95
Road A (0/8)
19.12
182442
9541.95
Road A(1/6)
19.12
182651
9552.92
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.
-
-
-
Road A(0/4)
10
42768
4276.8
Road A (0/8)
10
42768
4276.8
Road A(1/6)
10
42768
4276.8
Road B
7.5
32076
4276.8
Road C
7.5
32076
4276.8
Road D
7.5
32076
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 A(0/4)
10
2662
266.2
Road A (0/8)
10
2662
266.2
Road A(1/6)
10
2662
266.2
Road B
7.5
1996
266.2
Road C
7.5
1996
266.2
Road D
7.5
1996
266.2
Stone dust filling including cost and conveyance of Stone dust to worksite 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 A(0/4)
11.79
6797
576.57
Road A (0/8)
11.79
6797
576.57
Road A(1/6)
11.79
6858
581.72
Excavation for Roadway and drainage
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 for forming Diversion road using Excavated soil
-
-
-
Road B
503.28
21565
42.85
Road C
322.03
13798
42.85
Road D
303.59
13008
42.85
Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 and pier.
-
-
-
Road B
710.14
205940
290
Road C
291.68
84587
290
Road D
163.96
47548
290
Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall
-
-
-
Road B
25.4
166928
6572
Road C
14.41
94861
6583
Road D
10.31
67643
6561
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
-
-
-
Road B
189.15
2224025
11758
Road C
70.74
867484
12263
Road D
36.76
467072
12706
Vibrated cement concrete of grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, 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 relevent standard specifications for Wings walls, & parapet wall..
-
-
-
Road B
130.19
1093335
8398
Road C
65.6
570851
8702
Road D
42.17
374258
8875
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
-
-
-
Road B
13.36
1277349
95610
Road C
4.71
450323
95610
Road D
2.75
262927
95610
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
-
-
-
Road B
150.23
105731
703.8
Road C
45.86
32317
704.7
Road D
23.31
16386
703
Dismantling of plain cement concrete,clearing away and carefully stacking useful materials for reuse etc.,complete.(SI no W34 SOR 24-25 p.no 28)
-
-
-
Road B
53.55
26036
486.2
Dismantling of Brick/stone Masonry in Cement Mortor walls , 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
-
-
-
Road C
8.46
2395
283.14
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.
-
-
-
NH ( Retaining wall)
25.2
167549
6648.78
Vibrated cement concrete M15 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost of cement inclusive of unloading, stacking and storage charges at site and cost of formwork, labour charges for mixing concrete laying vibrating hire charges for all tools and plants compacting with all leads for soft water including all other incidental charges etc., complete as per relevant specification for for Foundation of Abutment, wings and Toe wall Below sill
-
-
-
nh ( Retaining wall)
45.36
382300
8428.14
Vibrated cement concrete M15 Grade using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost of cement inclusive of unloading, stacking and storage charges at site and cost of formwork, labour charges for mixing concrete laying vibrating hire charges for all tools and plants compacting with all leads for soft water including all other incidental charges etc., complete as per relevant specification for for Foundation of Abutment, wings and Toe wall Above sill
-
-
-
Road A ( Retaining wall)
68.85
518711
7533.94
Providing and fixing PVC seepage pipes of 100mm of required lengths for abutments and wings including cost and conveyance of all materials to worksite and labour for 900mm dia semipherical backfill arrangements with 100cm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification.
-
-
-
Road A ( Retaining wall)
60
10650
177.5
Refilling with excavated soil (other thansand)complying with standard specification for filling in foundation and basement.
-
-
-
Road A ( Retaining wall)
14.25
610
42.85
Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete.
-
-
-
Road B
6
14988
2498.1
Road C
4
9992
2498.1
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
-
31587122
Add GST at 18%
1
-
5685682
Total Value put to Tender
1
-
37272804
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
-
31587122
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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