Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 8,92,50,000
Costs
EMD
₹ 4,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn.36/sl.no.09/kpm Div/cridp 2024-25
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_500532_1Bid Award Id
ViewTender No
TN.36/Sl.No.09/KPM 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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Road
4938
42
211593.3
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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 vibratory soil compactor, 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 embankment/sub grade
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Road
6567
341
2244075.24
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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 Gr.V
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-
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Road
1708
2161
3692234.84
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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 Gr.III
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-
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Road
1314
2252
2960205.48
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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 of MORTH Rev-5
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-
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Road
3721
2446
9103166.03
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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 otherincidental charges etc., complete as perClause 502 of MORTH Rev-5
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-
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Road
14884
80
1197864.32
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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
perClause 503 of MORTH Rev-5
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-
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Road
14884
18
273716.76
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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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-
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Road
29539
26
788986.69
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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
147
8418
1237495.98
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Providing, laying 50mm 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
893
9745
8702802.94
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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
1333
10491
13985502.75
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Sub Work :- (i) Widening of box culvert at km 0/10, 1/4, 2/6, 3/8, 3/10 (i) & (ii) CKS Road to Vengadu (via) Irumbedu Road (ii) Construction of Drain at km 2/0 - 2/6 of CKS Road to Vengadu (via) Irumbedu Road
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Dismantling the the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
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Box Culvert
290
486
140998
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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 foundation
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Box Culvert
1057.9
290
306791
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Drain
2690.1
289
778434.24
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Filling with Stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course.
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Drain
176.4
333
58841.75
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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
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Box Culvert
48
6173
296305.44
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Drain
176.4
6172
1088857.22
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Vibrated Reinforced Cement concrete in M25 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 Base slab Side wall & Deck slab of CELL BOX
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-
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Box Culvert
123.9
12369
1532600.87
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Drain
954.45
14870
14193148.73
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Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete
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-
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Box Culvert
7.68
95610
734284.8
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Drain
52.92
95610
5059681.2
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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
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-
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Box Culvert
468.9
7935
3720904.37
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Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS 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
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Box Culvert
239
673
161071.66
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Providing and fixing of PVC. Seepage pipes 110mm dia as per drawing with grating arrangements at top as shown in the drawing including cost and conveyance of PVC pipes and flats and fixing them in position etc., complete
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-
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Box Culvert
79.2
203
16085.52
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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 of MORTH Rev-5
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-
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Box Culvert
210
2446
513750.3
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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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-
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Box Culvert
840
80
67603.2
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Providing and laying Tack Coatsiver RBM/ 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 clause 503 of MORTH Rev - 5
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-
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Box Culvert
840
18
15447.6
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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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Box Culvert
84
8418
707140.56
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Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position
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Drain
196
569
111524
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Hire charges for Barricade of minimum 1.5m height, around the site premises of 6.8 kg/m using ISMC 75 as transom & Verticals with bottom support and 3 mm thic M.S shees including nailing to the floor, cost of fabrication, transportation, lifting, and placing in using cranes, reflective stickers, as required at the site without hindrance to the traffic, including shifting of barricads and the the barricading shall remain in the same location on till completion of the workat the paricular location( All the barricading material shall be disposed and taken away from the site by the contractor. No additional payment shall be made for extended period of contract) etc complete
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Drain
980
253
248400.6
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Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750mm with frames as per IRC 50- 1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete
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-
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Drain
196
2971
582316
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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
75630274
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Add GST at 18%
1
13613449
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Total Value put to Tender
1
89243723
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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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-
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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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75630274
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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