Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date6 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 67,70,000
Costs
EMD
₹ 45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tiruchengode (h) Candm Sub Division (slm-42)
Description
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Contact
Tender Id
2024_HWAY_481231_1Tender No
14 / 2024-2025 / HDO, Dated. 30.08.2024-3Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Providing and laying Prime Coat over 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 clause 111, 112, 501, 502 & 900 of MORTH Vth Revision
864.3
70656
81.75
Providing and laying Tack Coat over 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 111, 112, 501, 503 & 900 of MORTH Vth Revision
864.3
16309
18.87
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 per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision
1099.78
29804
27.1
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per10 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 111, 112, 501, 503 & 900 of MORTH Vth Revision
40
854
21.35
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 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II
7.56
64227
8495.68
Providing, laying 60mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 60 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading II
45.4
451680
9948.9
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 VG 30 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 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision
60.12
648173
10781.33
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 as per clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision (Labour and Hire charges only)
24.75
660
26.68
Removal and disposal of cut earth available at site from an average lead of 2 km from the work site including conveyance charges only as per clause 111, 112, 201, 202, 301 to 305, 900 of MORTH Vth Revision
371.59
8762
23.58
Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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, bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Culvert, Drain and Well protective wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
136.14
16780
123.26
1.2.Construction of Storm water drain at Km 6/6, 6/8
290.4
35794
123.26
1.3.Construction of Well protective wall at Km 6/6
22.2
2736
123.26
Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Concrete of Culvert and Drain as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
11.5
69621
6054.01
1.2.Construction of Storm water drain at Km 6/6, 6/8
19.36
117205
6054.01
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 incidental charges etc., complete as per relevent standard specification for Wing wall, and Body wall of Well protective wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
2.61
27987
10723.13
1.3.Construction of Well protective wall at Km 6/6
32.68
268901
8228.31
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG metal 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 Base Slab, Side Walls, Top Slab, Cover Slab of Box Culvert and Drain as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
41.58
548683
13195.84
1.2.Construction of Storm water drain at Km 6/6, 6/8
115.23
1631850
14161.68
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
4.16
397256
95609.27
1.2.Construction of Storm water drain at Km 6/6, 6/8
5.74
548797
95609.27
Supply and fixing of extra heavy duty 600mm dia SFRC manhole cover and 600mm dia clear opening manhole frame as per IS 12592:2002 to its latest revision with reinforcement details for covers and frames at drainage cover slab and made good to the original condition after fixing as directed by the departmental offcers including all incidental charges etc., complete
-
-
-
1.2.Construction of Storm water drain at Km 6/6, 6/8
8
21608
2701
Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval) as directed by departmental officers etc.,complete
-
-
-
1.2.Construction of Storm water drain at Km 6/6, 6/8
12
6000
500
Refilling in between Drain and Culvert with excavated earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision Specifications (labour charges only)
-
-
-
1.1.Construction of Culvert at Km 6/6
23.17
992
42.85
1.2.Construction of Storm water drain at Km 6/6, 6/8
33.88
1451
42.85
Filling with Gravel for Island 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 as per clause 304 & 2907 of MORTH Vth Revision
-
-
-
1.1.Construction of Culvert at Km 6/6
6.57
1646
250.67
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
-
5729272
Add GST at 18%
1
-
1031269
Total Value put to Tender
1
-
6760541
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
5729272
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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