Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Soon28 Oct 2024
Tender Amount₹ 4,69,57,000
Costs
EMD
₹ 2,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 53 Radhapuram (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_490303_1Tender No
T.N.No30/2024-25/HDO, DATED 20.09.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Dry Lean Cement Concrete Sub- base - 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 aggregatenot xceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to beasper table 600-1, cement content not tobe less than 150kg/cum, concrete strength not tobeless than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.
-
-
-
ROAD - A
448
2182037
4870.62
ROAD - B
257.8
1256671
4874.6
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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
ROAD - A
347.76
556537
1600.35
ROAD - B
350
560122
1600.35
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 soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
-
-
-
ROAD - A
286.9
484548
1688.91
ROAD - B
280
472894
1688.91
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. 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 including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.
-
-
-
ROAD - A
2242
48965
21.84
ROAD - B
1986.32
43381
21.84
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 Clause No. 111, 112, 406 & 900
-
-
-
ROAD - A
1107.3
2292941
2070.75
ROAD - B
1033.47
2140058
2070.75
Prime Coat Over WMM Surface - 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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .
-
-
-
ROAD - A
8464.8
687595
81.23
ROAD - B
7709.72
626260
81.23
Tack Coat Over Primed Surface - 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 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
-
-
-
ROAD - A
8464.8
157953
18.66
ROAD - B
7709.72
143863
18.66
Tack Coat over Dry Lean Cement Concrete - 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-
-
-
-
ROAD - A
1400
29540
21.1
ROAD - B
1031.2
21758
21.1
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
-
-
-
ROAD - C
4546.25
122430
26.93
BM (Grade-II) 50mm Thick Using VG30 Bitumen - Providing, laying 75mm consolidated thick 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 50mm 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
-
-
-
ROAD - A
493.24
4120507
8353.96
ROAD - B
437.05
3651098
8353.96
ROAD - C
13.57
113363
8353.96
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen - 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 Roller 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
295.94
3157635
10669.85
ROAD - B
262.23
2797954
10669.85
ROAD - C
136.39
1455260
10669.85
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 for Conveyance using Carted Earth -1km.
-
-
-
ROAD - C
240
52473
218.64
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.
-
-
-
ROAD - A
358.72
9559
26.65
ROAD - B
200
5330
26.65
Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
ROAD - B - Box culvert
8.48
2401
283.14
Dismantling the existing RCC in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
ROAD - B - Box culvert
28.62
123314
4308.7
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL & Retaining Wall, Drainage.
-
-
-
ROAD - A - Retaining Wall
134.55
16584
123.26
ROAD - A - Breast Wall
153.9
18969
123.26
ROAD - B - Box culvert
155.86
19211
123.26
ROAD - B - Drain
545.6
67250
123.26
Cement Concrete of Grade M10 (Nominal Mix 1:3:6) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling course for BASE SLAB.
-
-
-
ROAD - B - Drain
35.2
164193
4664.59
Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
-
-
-
ROAD - B - Box culvert
20.02
121190
6053.49
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT & DRAINAGE.
-
-
-
ROAD - B - Box culvert
64.44
580286
9005.06
ROAD - B - Drain
61.6
520994
8457.7
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT & DRAINAGE.
-
-
-
ROAD - B - Box culvert
43.38
483628
11148.66
ROAD - B - Drain
123
1357194
11034.1
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT & DRAINAGE.
-
-
-
ROAD - B - Box culvert
67.67
728827
10770.32
ROAD - B - Drain
38.5
383371
9957.7
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 standard specification.
-
-
-
ROAD - B - Box culvert
13.81
1320172
95609.27
ROAD - B - Drain
11.66
1114804
95609.27
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
-
-
-
ROAD - B - Box culvert
4.83
49623
10273.99
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
-
-
-
ROAD - B - Box culvert
20.34
124689
6130.27
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL
-
-
-
ROAD - B - Box culvert
6.52
49146
7537.74
Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL
-
-
-
ROAD - B - Box culvert
24.46
214316
8761.9
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
-
-
-
ROAD - B - Box culvert
1020.05
212027
207.86
Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.
-
-
-
ROAD - B - Box culvert
37.5
170362
4543
Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
-
-
-
ROAD - B - Box culvert
168
46593
277.34
Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL
-
-
-
ROAD - A - Retaining Wall
67.28
413514
6146.18
ROAD - A - Breast Wall
51.3
315299
6146.18
Vibrated Cement Concrete M20grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
-
-
-
ROAD - A - Retaining Wall
43.48
334886
7702.09
ROAD - A - Breast Wall
68.4
537831
7863.04
Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
-
-
-
ROAD - A - Retaining Wall
155.88
1415259
9079.16
ROAD - A - Breast Wall
139.05
1279863
9204.34
Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
-
-
-
ROAD - A - Retaining Wall
113
22950
203.1
ROAD - A - Breast Wall
148
30058
203.1
Providing and Fixing Bitumen pad Expansion Joints including cost and conveyance of expansion joints, shamiler pad and joint sealants and fixing them in position etc.., complete in Retaining wall (SOR S.L.No : M-0661)
-
-
-
ROAD - A - Retaining Wall
9.94
7146
719
Earth Filling to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304 by using Carted Earth with a lead of 5 km
-
-
-
ROAD - A - Retaining Wall
77.62
18474
238.01
ROAD - A - Breast Wall
82.5
19635
238.01
Refilling to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 304
-
-
-
ROAD - A - Retaining Wall
134.55
5765
42.85
ROAD - A - Breast Wall
153.9
6594
42.85
Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild teel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval)
-
-
-
ROAD - B - Drain
44
22000
500
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
-
39792888
Add GST at 18%
1
-
7162720
Total Value put to Tender
1
-
46955608
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
39792888
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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