Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 2,71,55,000
Costs
EMD
₹ 1,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.39/sl.no.01/cpt Div/cridp 2024-25
Description
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Contact
Tender Id
2024_HWAY_503490_1Tender No
TN.39/Sl.No.01/CPT Div/CRIDP 2024-25Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
ROAD
1023.7
1969
2016555.92
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 grade III Material.
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ROAD
682.5
2058
1404878.48
Wet Mix Macadam (Table 400-13) 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). as per MORT&HRev. V
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ROAD
1706.1
2070
3532155.89
Prime coat - 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
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ROAD
6824.3
81
554201.4
Tack coat - 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 asper Clause 502 of MORTH Rev-5
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ROAD
6824.3
18
127409.68
Tack coat - 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
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ROAD
11776
26
317127.68
DBM (Grade-I) 75mm Thick -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.)
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ROAD
511.9
8888
4550222.79
BM (Grade-II) 50mm Thick-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.
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ROAD
187.5
8226
1542442.5
BM (Grade-II) 50mm Thick(Table - 500-10) - (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.)-For Patches
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ROAD
56
8226
460676.16
BC 30/40mm Thick (Grade-II) 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
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ROAD
558.1
10403
5806444.5
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
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ROAD
1350
238
321300
Refilling the excavated Earth Work other than sand for boxing earth work - 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
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ROAD
418.1
42
17915.59
Providing RCC M15 grade precast KM stone for ODR of standard design as per IRC:8-1980 and fixing in position including Painting and Numbering etc., and all other incidental charges, etc., complete as per MORT&H specification No.804 and as directed by the Engineer.(HW-W0100)
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ROAD
3
2197
6591
Providing RCC M15 grade precast HM stone of standard design as per IRC:26-1976 and fixing in position including Painting and Numbering etc., and all other incidental charges, etc., complete as per MORT&H specification No.804 and as directed by the Engineer.(HW-W0101)
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ROAD
12
574
6895.8
Sub Work: Reconstruction of box culvert at km 0/4 & 2/6
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Removing the existing 900mm dia RCC pipe including labour charges for removing and all
other incidental charges.
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ROAD
7.5
100
750
Dismantling the Plain Cement concrete walls clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete.(W-0034)
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ROAD
16.4
486
7973.68
Removing the existing RR Masonry structure including labour charges clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete(W-0015)
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ROAD
16.2
283
4586.87
Dismantling the Cutstone slab clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete.(W-0019)
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ROAD
18.72
1179
22074.62
Earthwork excavation in all classes of Soils except hard rock requiring blasting and depositingon land 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 andobstructions, trimming of bottom of excavation, back filling, clearing up the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION
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ROAD
176
290
51040
Plain Cement concrete 1:2:4 mix (M15) using 40mm ISS HBG graded metal including cost andconveyance of all materials to site, including cost of Cement at site, including cost and labourcharges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as perrelevant standard specification for Foundation
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ROAD
12.4
6145
76210.03
Vibrated Reinforced Cement Concrete of grade M25 using ISS size HBG graded metalincluding 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 andcuring concrete, working at depths, tools and plants including all other incidental charges etc.,complete as per relevant standard specifications for BOX CULVERT.
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ROAD
39.8
12681
504704.2
Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labourcharges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.
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ROAD
27.35
671
18375.92
Vibrated Cement concrete M20 grade (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of Cement at site, including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for above sill of Wing wall and parapets .
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ROAD
51.2
8737
447335.42
Supply and fabrication of Fe – 500 steel (TOR STEEL) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length
whenever necessary and providing to the reinforcement 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 MORT&H Rev. V specifications No.100,1000,1600.
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ROAD
3.76
95610
359493.6
Filling Gravel behind the abutments and return walls using filter materials confirming to Clause 309.33 B of MORT & H well packed with small size towards the solid and bigger size the wall including cost and conveyance to work site including all other incidental charges etc.,
complete.
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ROAD
135
328
44351.55
Supply and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements 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 conveyence of G.I pipes and flats and fixing them in position, etc., complete as per cl2705 of MORTH&H specifiction.(W-0222)
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ROAD
4
2498
9992.4
Earthwork excavation in all classes of soils such as hard stiff clay stiff black cotton hard red earth etc., with all leads and lifts including laying spreading leveling sectioning breaking clods etc., as per SS20 B and all other incidental charges etc., complete as per standard specification for Diversion Road.
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ROAD
563
238
133994
Collection and Supply of gravel including cost and conveyance of gravel 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 for Diversion Road.
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ROAD
263
312
82140.16
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification asdirected by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.For diversion road -(W0226)
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ROAD
15
4276
64152
Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both sides including labour charges for positioning and packing the joints and all other incidental charges etc.,complete as per MORT&H Rev. V specifications No.100,1000,2900 -(W-0229)
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ROAD
15
266
3993
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
23010867
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Add GST at 18%
1
4141956
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Total Value put to Tender
1
27152823
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Quoted value
1
-
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Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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23010867
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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