Highways Department Tender
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Highways Department Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Feb 2022
Closing Date2 Mar 2022
Tender Amount₹ 7,40,00,000
Costs
EMD
₹ 3,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widg From Il To Tl Impts Constion Of Drain Cotuction Of Retaining Wall Proding Cetre Medn Recottion Of Slab Culvt Government Roads In Sankarankovil Shencottai Hcandm Subdivisiontnv80
Description
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Contact
Tender Id
2022_HWAY_222732_1Bid Award Id
ViewTender No
T N No 29 2021 2022 HDO Dated 24 01 2022Tender 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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B Road
816
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96.6
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C Road
3638.67
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96.6
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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 power roller to achieve the desired density, complete as per clause 401 ) - for grading-V Material for widening portion.
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-
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B Road
324
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1552.86
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B Road
194.86
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1552.86
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C Road
966.9
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1552.86
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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 power roller to achieve the desired density, complete as per clause 401 ) - for grading-III Material for widening portion.
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-
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B Road
291.6
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1643.9
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B Road
129.92
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1643.9
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C Road
617.56
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1643.9
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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
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-
-
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B Road
405
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1772.5
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B Road
324.78
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1772.5
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C Road
1208.62
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1772.5
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Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers
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-
-
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B Road
6457.5
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105.33
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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/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .
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-
-
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B Road
1620
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68.71
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C Road
4834.5
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68.71
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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 MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
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-
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B Road
1620
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16
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C Road
4834.5
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16
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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 as per clause 503 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
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-
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A Road
29235
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22.14
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B Road
6457.5
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22.13
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C Road
13000.5
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22.13
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Providing and laying TackCoat over DryLean Cement Concrete surface using 3.00Kg of Bitumen Emulsion (RS1) per 10sqm 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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C Road
145
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18.28
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Dense Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900 - Grading II.
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-
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A Road
1461.75
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9061.9
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C Road
287.64
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9264.12
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C Road
899
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9264.12
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Dense Bituminous Macadam (Providing and laying 75mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900 - Grading I.
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-
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B Road
145.8
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8589.57
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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900.
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-
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A Road
1169.4
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9833.55
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B Road
323.1
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10072.55
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C Road
719.2
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10072.55
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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 for making up Berms using Side Earth
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-
-
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A Road
625
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109.3
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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 for making up Berms using Excavated Earth
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-
-
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C Road
356.7
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22.59
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Quarry dust filling in Below the paver block and between the kerb walls with clean good Quarry dust including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete
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-
-
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B Road
38.96
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201
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Providing colour designed concrete paver block floor used with concrete block of 40mm which has a compressive strength of 16.00 Mt/aqm. The rate including the cost concrete block loading and conveyance to site and cost of ;abourforfixing inposition the joints shouldbe filled with sand including compacting by using power compactor etc., complete complyling with standard specification and also the rate including the labourcharges forclearing the heavy and scrub, jungle , leveling the sites, diversion or water and sanitary pipe lines, dismantling the existing masonry structures etc., complete complying as directed by the departmental officers as per MORTH Rev. V Clause No. 1000, 1500, 1700 & 2100.
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-
-
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B Road
1299.12
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836.6
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Vibrated Cement Concrete (1:2:4) grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site; including cost and labour charges for form work and centering labour charges for compacting, curring and all incidental charges etc complete for Sub Structures (for Kerb wall)
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-
-
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B Road
95.7
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5673.1
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Earthwork excavation in all classes of soil not requiring blasting except 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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-
-
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B Road
17.08
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193.2
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C Road
61.09
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193.2
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Plain Cement Concrete M10 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 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 Levelling course
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-
-
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B Road
0.97
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4542.35
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C Road
9.23
-
4661.38
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.
-
-
-
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C Road
21.89
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8106.91
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.
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-
-
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C Road
19.92
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13589.54
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Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.
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-
-
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C Road
19.55
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9601.59
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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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C Road
14.44
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193.5
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Supply and fabrication of steel Grade Fe-500 / 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 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 standard specification.
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-
-
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B Road
12.24
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83688.7
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C Road
4
-
83688.7
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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
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-
-
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C Road
1.17
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6249.45
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Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
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-
-
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C Road
2
-
2216
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Vibrated Cement Concrete M20 grade using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification , for Footings of Return Wall
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-
-
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B Road
9.56
-
5853.6
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C Road
6.72
-
5508.45
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Vibrated Cement Concrete M20 grademix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Stem of Return Wall
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-
-
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C Road
16.16
-
8155.26
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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, as per MORTH Specification No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 1 km for culvert. 95% Compaction
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-
-
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C Road
368.5
-
131.41
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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, as per MORTH Specification No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 1 km for culvert. 97% Compaction
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-
-
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C Road
156.25
-
130.83
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Supply and Laying and fixing Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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
-
-
-
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C Road
50
-
4034
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Cement Concrete 1:1.5:3 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION.
-
-
-
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B Road
204
-
5349.22
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Vibrated Cement Concrete (1:2:4) grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site; including cost and labour charges for form work and centering labour charges for compacting, curring and all incidental charges etc complete as per Standard Specifications for Stem of side Drain
-
-
-
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B Road
284.99
-
5709.42
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Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position. (At 5m Interval)
-
-
-
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B Road
136
-
812.7
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Vibrated Reinforced Cement Concrete 1:2:4 mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental Charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete for drain cover slab.
-
-
-
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B Road
153
-
6257.81
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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.
-
-
-
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B Road
2.5
-
3794
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Laying and fixing of 1000 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes
-
-
-
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B Road
2.5
-
240
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Stone dust filling including cost and conveyance of Stone dust 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 as per standard specification.
-
-
-
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B Road
1.19
-
201.94
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
-
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Basic cost of value put to tender as per estimate
1
-
66053964
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Add GST at 12%
1
-
7926476
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Total Value put to Tender
1
-
73980440
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 12% of Final Negotiated Value
1
-
-
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Total Value of Contract Including 12% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
-
-
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Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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-
-
Evaluation Notes How It Works ?
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