Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date28 Sep 2024
Closing Date17 Oct 2024
Tender Amount₹ 3,73,92,000
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.29/sl.no.01/cpt Div/cridp 2024-25
Description
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Contact
Tender Id
2024_HWAY_489411_1Bid Award Id
ViewTender No
TN.29/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
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Filling with carted earth from approved source( 20 Km lead) as directed by the departmental officers with not less than CBR 8% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete ( at 95 % Compaction)
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-
-
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ROAD A
922
252010
273.33
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Filling with carted earth from approved source as directed by the departmental officers with not less than CBR 10% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete ( at 97 % Compaction)
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-
-
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ROAD A
1059
289456
273.33
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ROAD B
3094
845683
273.33
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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 charges, materials, tools, equipments and all incidental charges, 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 Boxing including conveyance of Cut earth away from the site with average lead of 5 KM
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-
-
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ROAD A
1205
176942
146.84
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ROAD B
7015.7
1030185
146.84
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Granular Sub-Base with Close 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 401material as per table 400-1-for Grading-V Material (Filter/ Separation Layer at Bottom)
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-
-
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ROAD A
734
1252108
1705.87
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ROAD B
740
1320951
1785.07
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Granular Sub-Base with Close 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 401material as per table 400-1-for Grading-III Material (Drainage Layer at top)
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-
-
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ROAD B
617
1156029
1873.63
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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 Specification No.111,112,406,900.
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-
-
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ROAD A
1199
2482301
2070.31
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ROAD B
1677
3471909
2070.31
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM.as per MORT&H Rev. V specifications No.111,112,502,900.
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-
-
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ROAD A
4414
355591
80.56
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ROAD B
6624
533629
80.56
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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 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111,112,503,900.
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-
-
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ROAD A
4414
81305
18.42
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ROAD B
6624
122014
18.42
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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 - Over Bituminous surfaces as per MORTH Rev.-V Specification.
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-
-
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ROAD A
3143.75
84063
26.74
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ROAD B
7005
187313
26.74
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Bituminous Macadam (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 37 Kgs 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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-
-
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ROAD A
16.5
132536
8032.54
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ROAD B
35
281138
8032.54
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DBM (Grade-II) Using VG30 Providing, laying 50mm 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 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 work site, spreading the mix to uniform thickness of 50mm 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 A
225.69
2112977
9362.3
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ROAD B
401
3754282
9362.3
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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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-
-
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ROAD A
223
2257825
10124.78
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ROAD B
394
3989163
10124.78
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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 shown in the drawings or as indicated by the Engineer a) box cutting for wideneing portion as per MORT&H Rev. V specifications No.111,112,301,305. refilling
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-
-
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ROAD A
165.6
7095
42.85
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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 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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-
-
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ROAD B
810
199681
246.52
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Supply and Fixing of HM Stone of standard design and drawing as per IRC: 26 - 1967 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.
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-
-
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ROAD A
3
1723
574.65
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ROAD B
8
4597
574.65
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Supply and Fixing of KM Stone of standard design and drawing as per IRC: 8 - 1980 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.
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-
-
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ROAD A
1
2197
2197
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ROAD B
1
2197
2197
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Sub Work: Road A - Widening of box culvert and Construction of Island Road: B - ReConstruction of Box Culvert at 0/2 of Km 14/6 of Cheyyur -Wandavasi road to Neerpair (Via) Thonnadu Road
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-
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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 charges, materials, tools, equipments and all incidental charges, including compactingwith 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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-
-
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ROAD B
340
80920
238
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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. W00226 For diversion road
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-
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ROAD B
10
42768
4276.8
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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 W0229 for diversion road
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-
-
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ROAD B
10
2662
266.2
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Dismantling the Plain Cement Concrete walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete W0034
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-
-
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ROAD B
18
8751
486.2
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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 box culvert and wing wall
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-
-
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ROAD A
74
21460
290
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ROAD B
554.4
160776
290
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Earth work excavating and depositingon bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B For Centre median for Island
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-
-
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ROAD A
11.4
1405
123.26
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Plain cement concrete of grade M15 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 relevant standard specifications for box culvert & RCC wing wall
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-
-
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ROAD A
11
66407
6037
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ROAD B
33
201465
6105
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Vibrated Reinforced Cement Concrete M 25(Design Mix) grade using 20mm 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 Base slab, Side walls, Inner wall and Deck Slab of Cell Box
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-
-
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ROAD A
7.1
92371
13010
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ROAD B
73.5
858112
11675
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Supply and fabrication of Fe – 500 D 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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-
-
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ROAD A
0.55
52298
95610
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ROAD B
6.33
605211
95610
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Vibrated Cement Concrete M 20(Nominal Mix) grade 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 Wing wall and Parapet wall
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-
-
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ROAD A
67
644674
9622
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ROAD B
202.1
1615587
7994
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Vibrated Reinforced Cement concrete in M30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Approach Slab
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-
-
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ROAD B
19.2
171207
8917.08
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Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm,6mm IRC Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab
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-
-
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ROAD B
110
73568
668.8
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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 300 mm 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 MORT&h specification
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-
-
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ROAD B
4
9992
2498.1
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White Washing with white cem over the culvert parpets etc inculding cost of white cem and labour charges etc inculding all other incidential charges as directed by departmental officers for Centre median for Island
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-
-
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ROAD A
217
8044
37.07
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Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.for Centre median for Island (Black banding)
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-
-
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ROAD A
108.2
24504
226.47
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Refilling the sides using excavated earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading and as directed by the departmental Engineers. 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 as per MORTH Rev. V Specification for filling in foundation and basement.(other than sand)
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-
-
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ROAD A
132
5656
42.85
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Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
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-
-
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ROAD A
98
542528
5536
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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
-
31686546
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Add GST at 18%
1
-
5703578
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Total Value put to Tender
1
-
37390124
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Quoted value
1
-
-
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Final 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
-
31686546
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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