Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Feb 2024
Closing Date19 Feb 2024
Tender Amount₹ 1,30,00,000
Costs
EMD
₹ 75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_416700_1Bid Award Id
ViewTender No
092 - Junction ImprovementsTender 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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Granular Sub-base with Graded Material (Table: 400-1) - Plant Mix Method Construction of granular sub-base by provision 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- for Grading - V Material
(Morth No.111, 112, 401, 900)
1
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-
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Road A
116.12
186344
1604.76
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Road B
238
390310
1639.96
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Granular Sub-base with Graded Material (Table: 400-1) - Plant Mix Method Construction of granular sub-base by provision 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- for Grading - III Material
(Morth No.111, 112, 401, 900)
1
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-
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Road A
96.78
164558
1700.34
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Road B
199
345372
1735.54
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.(Morth No. 111, 112, 406, 900)
1
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-
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Road A
241.97
487472
2014.6
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Road B
496
999241
2014.6
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Providing and laying Prime Coat over 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 (Morth No. 111, 112, 501, 502, 900)
1
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-
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Road A
967.75
72561
74.98
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Road B
1981
148515
74.97
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Providing and laying Tack Coat over Granular 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 (Morth No. 111, 112, 501, 503, 900)
1
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-
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Road A
967.75
16219
16.76
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Road B
1981
33201
16.76
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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, 502, 900)
1
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-
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Road B
733
17716
24.17
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Providing and laying bituminous macadam Grading II with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) and transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505
(Morth No. 111, 112, 501, 505, 900
1
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-
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Road B
37
297326
8035.84
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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I 75mm thick
(Morth No. 111, 112, 501, 505, 900
1
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-
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Road A
91.95
807125
8777.87
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Road B
189
1659017
8777.87
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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
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-
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Road A
29.04
296747
10218.58
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Road B
82
837923
10218.58
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Center Median
1
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-
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Providing VRCC (M20 mix) using 20mm ISS HBG Metal Center median of Size 0.610m at bottom 0.300m at middle 0.150m at top and height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top including cost of steel reinforcement as per the bar bending rendering smoothness over the CC surfaces with 10kg of cement for 10sqm area and painting two coats over the cc surfaces with best approved quality of synthetic enamel paint including primer etc,. including all labours charges, hire and fuel charges for the tools and palnts employed and asper the drawings appended here with and as directred by the departmental officers etc,. complete.
1
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-
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Road A
114.55
882149
7701
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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.
1
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Road A
251.37
111676
444.27
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Road B
372.19
168136
451.75
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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.
1
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-
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Road A
81.29
13221
162.65
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Filling 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 Using Box Cutting earth.
1
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-
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Road B
131.16
5108
38.95
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Retaining wall
1
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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 PCC RETAININGWALL (Morth No. 111, 112, 304)
1
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-
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Road B
228.14
51126
224.1
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Vibrated cement concrete of grade M20 (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 Foundation of Retaining Wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road B
40.26
244642
6076.57
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Vibrated cement concrete of grade M20 (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 of Retaining Wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road B
251.55
2064707
8207.94
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Vibrated cement concrete 1:2:4 (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 Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
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-
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Road B
9.72
102798
10575.93
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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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-
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Road B
378.1
76792
203.1
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Filling behind the Retaining Wall with excavated earth filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete (For Filling Charges only). (Morth No. 111, 112)
1
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-
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Road B
194.26
7566
38.95
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Widening Culvert
1
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-
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Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete (Morth No.111,112,202)
1
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-
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Road B
29.89
7693
257.4
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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 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 for foundation (Morth No.111,112,304)
1
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-
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Road B
85.11
19073
224.1
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Vibrated Cement Concrete 1:3:6 Grade Nominal mix 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 body wall (Morth No.111,112,1000,1500,1700,2702,900)
1
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-
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Road B
2.52
13305
5280
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Vibrated Cement Concrete M20 Grade nominal mix 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 Body wall (Morth No.111,112,1000,1500,1700,2702,900)
1
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-
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Road B
22.4
164102
7326
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Vibrated Cement Concrete 1:2:4 Grade nominal mix 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 PCC Parapet wall (Morth No.111,112,1000,1500,1700,2702,900)
1
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-
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Road B
1.35
11075
8204
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Supply of NP 4 class RCC 1000 mm dia. pipes specified below confirming to IS 458 / 2003 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 dapartmental officers etc., complete (Morth No. 2900, 900)
1
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-
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Road B
20
77760
3888
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Hoisting and fixing of pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete ((Morth No. 2904,2905,2906)
1
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-
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Road B
20
4840
242
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Filling behind Retaining wall with cut earth including conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers inclusive and all other incidental charges etc., complete for other than sand. (Morth No. 111, 112, 304, 900)
1
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-
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Road B
72.05
2806
38.95
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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
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10980615
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Add GST at 18%
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1976511
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Total Value put to Tender
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12957126
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Differnce Amount (Excess/less)
1
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Quoted Amount (Basic Rate Only)
1
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-
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Add GST at 18% of Quoted Amount
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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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10980615
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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