Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 4,17,80,000
Costs
EMD
₹ 2,19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-112 Pudukkottai And Keeranur (h) C And M Sub Division
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_495065_1Bid Award Id
ViewTender No
TN.No.45 / 2024-2025Tender 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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Road-C
2156.55
123
265816.35
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Road-D
691.97
123
85292.22
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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 depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete in accordance with standard specifications as per MORTH Vth Rev. 111, 112, 201 & 202
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-
-
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Road-B
206.25
21
4504.5
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Road-D
176.8
21
3861.31
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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 and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900
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-
-
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Road-A
499.37
1833
915834.59
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Road-C
723.89
2209
1599232.27
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Road-D
218.52
2275
497181.07
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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- III Material as per MORTH Vth Rev., 111, 112, 401, 900
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-
-
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Road-A
243.59
1923
468438.19
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Road-C
361.95
2299
832184.58
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Road-D
121.4
2365
287131.64
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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 Soil compactor to achieve the desired density, complete as per clause 406 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900
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-
-
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Road-A
608.97
2148
1308536.47
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Road-B
61.88
2148
132965.89
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Road-C
904.87
2277
2060886.67
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Road-D
303.5
2277
691236.43
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Providing and applying Prime coat with bitumen emulsion (SS-I type) on prepared surface of granular Base Using Pressure distributor including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900
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-
-
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Road-A
2435.9
80
195066.87
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Road-B
618.75
80
49555.69
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Road-C
3619.45
80
289845.56
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Road-D
1213.99
80
97228.46
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Providing and applying Tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
-
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Road-A
2435.9
18
44625.69
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Road-B
618.75
18
11335.5
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Road-C
3619.45
18
66308.32
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Road-D
1213.99
18
22240.3
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Advance patch work using 45 mm metal 50mm average thick using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 10 ), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per Standard Specification
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-
-
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Road-B
8.76
3602
31554.83
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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 surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
-
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Road-A
6773
26
180500.45
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Road-B
12250
26
326585
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Road-C
3799.75
26
101263.34
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Road-D
1923.2
26
51272.51
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BM (Grade-II) Required Thick (50-75mm) using VG30 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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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 required thickness 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
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-
-
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Road-A
147.85
8226
1216273.24
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Road-B
127.5
8226
1048866
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Road-C
180.98
8364
1513886.84
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DBM (Grade-I) 90mm Thick using VG40 Providing, laying 90mm 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 VG40 Grade bitumen for premixing per 10sqm of 75mm thick 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 90mm 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
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-
-
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Road-D
109.26
9200
1005258.65
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BC (Grade-II) 30mm Thick using VG30 Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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
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-
-
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Road-A
276.27
10368
2864596.66
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Road-B
386.06
10368
4002990.51
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Road-C
222.58
10505
2338291.93
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BM Grade-II Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50- 13.20mm,0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm&below size IRC metalwith37 Kgs of VG40 Grade bitumen for premixing per 10sqm 40mm thick including cost and conveyance of all materials to CMPsite, heating thebitumen, aggregate and mixing the min required temperature using Central hotmixplant20-30ton capacity,conveying the mix by tipper trucks to paversite,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Vibratory Roller to the required densityetc.,including labour for attending to paver to siteetc.,including hire and fuelcharges for20-30tCMP with bitumenboiler,tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required,including all other incidenta lchargesetc., complete asper specification usingCMP as per clause 504 of MORTH Rev-5
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-
-
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Road-D
96.16
8503
817681.17
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BC (Grade-II) 40mm Thick using VG40 Providing and laying Bituminous Concrete to 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 VG40 bitumen for premixing per 10sqm of 40mm thick 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
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-
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Road-D
125.49
10740
1347816.56
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Spreading with available excavated earth layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907 for making up low berms
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-
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Road-A
236.36
26
6301.36
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Road-C
297.18
26
7922.82
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Road-D
90
26
2399.4
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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 Including compaction by Power roller shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112, 201 using Earth from barrow Area
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-
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Road-B
678.8
169
115151.63
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Box Culvert
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-
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Dismantling Culverts, bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202 a)Dismantling brick Masonary in cement mortar
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-
-
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Road-A
17.56
283
4971.94
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Road-C
52.68
283
14915.82
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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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 For Foundation
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-
-
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Road-A
334.15
289
96692.99
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Road-C
837.54
289
242358.95
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Cement Concrete of grade M15 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand 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 specification for LEVELLING COURSE BELOW Box culvert.
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-
-
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Road-A
7.36
6051
44536.91
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Road-C
27.79
6483
180178.69
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Vibrated Cement Concrete of grade M20 ( Nominal mix) using 40mm ISS size HBG graded metal and using M.Sand 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 specification for Foundation of Wing wall.
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-
-
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Road-A
8.78
6240
54790.62
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Road-C
18.37
6672
122578.6
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISS/Hard broken granite metal and using M-Sand 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.
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-
-
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Road-A
46.47
12181
566073.84
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Road-C
139.4
12613
1758373.48
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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal and using M.Sand 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 Parapet
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-
-
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Road-A
112.24
8701
976600.24
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Road-C
247.93
8595
2131129.42
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Supply and fabrication of steel (HYSD) Fe500 grade required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 Vth Rev., 1000, 1500, 1600 & 900
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-
-
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Road-A
3.41
95609
326410.05
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Road-C
10.37
95609
991850.57
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Vibrated Reinforced cement concrete M30 Grade (Design mix) using ISS HBG Graded metal and using M-sand including cost and conveyance of all materials to site excluding cost and fabrication of steel reinforcement but including 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 other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB
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-
-
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Road-A
28.86
664
19186.13
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Road-C
86.58
697
60363.58
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Collection and supply of carted earth including cost and conveyance to work site with an average lead of 5.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.
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-
-
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Road-A
232.26
238
55282.53
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Collection and supply of carted earth including cost and conveyance to work site with an average lead of 1.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms as per MORTH Vth Rev., 111, 112, 201, 306, 3003 & 900- Diversion road.
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-
-
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Road-C
503.31
183
92266.79
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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 and complete as per clause 401 in accordance with standard specifications for Grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.for diversion road
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-
-
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Road-A
37.13
1833
68095.68
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Road-C
50.63
2209
111852.81
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam as per required thick thick specification including premixing the materials with water at OMC in Mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory Soil compactor to achieve 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 for diversion road.
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-
-
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Road-A
37.13
2148
79783.83
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Road-C
50.63
2277
115312.36
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Filling behind Culvert with stone dust including cost and conveyance of stone dust to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907
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-
-
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Road-A
7.5
237
1779.6
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Road-C
22.5
494
11120.63
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Providing and fixing 100mm 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
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-
-
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Road-A
27.2
192
5236
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Road-C
57.8
192
11126.5
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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 as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road.
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-
-
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Road-A
7.5
4276
32076
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Road-C
22.5
4276
96228
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Laying and fixing of 1000mm 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 in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for diversion road.
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-
-
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Road-A
7.5
266
1996.5
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Road-C
22.5
266
5989.5
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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
35398242
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Add GST at 18%
1
6371684
-
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Total Value put to Tender
1
41769926
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Quoted Percentage
1
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-
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Quoted Value
1
-
-
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Add GST at 18% of Final Quoted Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
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-
35398242
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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Quoted Rate in Words
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