Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,47,00,000
Costs
EMD
₹ 85,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_482063_1Tender No
T.N.No14/2024-25/HDO, DATED 30.08.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
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Road A
321.58
68949
214.41
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Earth work excavation in soft disintegarated rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour,equipments and all other incidential charges such as baililing out water providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOOTING UNDER ABUTMENT AND PIERS
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-
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Road A
419.46
115242
274.74
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Cement Concrete M10 using 40mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for LEVELLING COURSE BELOW FOOTING OF PIERS
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-
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Road A
27.96
156022
5580.2
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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 ABUTMENT AND WINGS BELOW SILL LEVEL.
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-
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Road A
384.81
2835772
7369.28
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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.
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-
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Road A
160.23
1446966
9030.56
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Vibrated Reinforced Cement Concrete of grade M30 design mix using 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.
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-
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Road A
11.07
139900
12637.8
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, 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 ABUTMENTS AND WINGS, -
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Road A
60
10650
177.5
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete.
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-
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Road A
34.83
3831
110
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Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.
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-
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Road A
131.22
1512988
11530.17
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Providing FILTER MEDIA behind abutment and wings for 600 mm thickness using filter materials as per Appendix - 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to woksite including all other incidental charges etc., complete.
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-
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Road A
53.35
76864
1440.75
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FILLING behind the abutments and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete.
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-
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Road A
117.62
40250
342.21
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Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.
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-
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Road A
49.75
32506
653.4
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Supply and fabrication of Fe-500 STEEL required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever 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.
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-
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Road A
15.35
1467602
95609.27
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Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.
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-
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Road A
13
91165
7012.76
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VRCC M 30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for APPROACH SLAB.
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-
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Road A
18.27
175034
9580.45
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VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.
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-
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Road A
244.5
168098
687.52
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VRCC M40 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for CRASH BARRIER on inner edge of footpath.
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-
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Road A
14.54
236183
16243.73
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Vibrated Cement concrete M 15 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.
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-
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Road A
6.07
69006
11368.41
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Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangments 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 conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete.
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Road A
8
19984
2498.1
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Supply and fixing of High Quality of PVC pipes of 160 mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
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-
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Road A
130.8
54896
419.7
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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 for FOUNDATION OF RETAINING WALL
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-
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Road A
148.96
18360
123.26
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as pe standard specification for Foundation.
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-
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Road A
47.04
302296
6426.38
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.(Below Sill Level)
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-
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Road A
69.89
532883
7624.61
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall.(Above Sill Level)
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Road A
139.58
1270814
9104.56
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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
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-
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Road A
64
12998
203.1
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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 linesgrades and cross sections shown in the drawings or as indicated by the Engineer fo Approach Road for compaction using Box cutting earth
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-
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Road A
176.6
4706
26.65
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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 linesgrades 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 Approach Road for 97% compaction.
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-
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Road A
108.72
22707
208.86
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Granular Sub-Base with Close Graded Material 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 For Grading-V Material (Filter/ Separation Layer at Bottom)as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
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Road A
25.34
54360
2145.24
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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 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.
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Road A
87.5
1911
21.84
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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 MORTH Rev-5 Clause No. 111, 112, 406 & 900.
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-
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Road A
107.84
226675
2101.96
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Prime Coat Over WBM/ 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 per MORTH Rev. V Clause No. 111,112,501,502 &900 .
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Road A
431.4
35357
81.96
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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 per MORTH Rev. V Clause No.111, 112,501, 503 & 900.
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-
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Road A
431.4
8170
18.94
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BM (Grade-II) 50mm Thick 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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand 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 20-30tCMP 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 MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
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-
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Road A
21.56
186271
8639.66
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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 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 MORTH Rev. V Clause No. 111, 112, 501,507 & 900.
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Road A
12.94
143166
11063.9
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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
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-
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Road A
1059.73
220275
207.86
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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 linesgrades 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 97% compaction.
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-
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Road A
147.5
30806
208.86
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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 conveyence of material,laying in accordence with the requirements and specification.The matreial 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
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Road A
165
53542
324.5
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Supply and hoisting of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost 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 departmental officers etc., complete as per MORTH specication Rev. V for forming for Diversion Road
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-
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Road A
100
454300
4543
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Dismantling the existing Plain Cement Concrete in the existing slab Culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Engineers including all labour charges etc complete.
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-
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Road A
84.7
41181
486.2
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Dismantling the existing RCC Slab in the existing slab Culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Engineers including all labour charges etc complete.
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-
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Road A
9
38778
4308.7
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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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12399912
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Add GST at 18%
1
-
2231984
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Total Value put to Tender
1
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14631896
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Negotiated Percentage
1
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Final Negotiated Value
1
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Add GST at 18% of Final Negotiated Value
1
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Total Value of Contract 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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12399912
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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