Highways Department Tender
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Highways Department Tender
Civil And Construction
Civil Works Others
Road Construction
Eprocure
Opening Date3 Feb 2022
Closing Date7 Mar 2022
Tender Amount₹ 8,81,20,000
Costs
EMD
₹ 4,52,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 19 2021 22 Hdo Dt 22 01 22 Cridp Skpm Tvm 88
Description
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Contact
Tender Id
2022_HWAY_221803_1Bid Award Id
ViewTender No
TN No 19 2021 22 HDO Dt 22 01 22 CRIDP SKPM TVM 88Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materials 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. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900
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-
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Road - A
2543.59
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96.6
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Road - B
940.5
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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 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900
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-
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Road - A
1053.5
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1447.04
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Road - B
457.88
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1433.84
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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 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900
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-
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Road - A
569.46
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1538.08
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Road - B
247.5
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1524.88
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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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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) MORTH No.111,112,406,900
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-
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Road - A
5599.69
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1771.28
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Road - B
2887.5
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1771.28
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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. MORTH No.111,112,406,900
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-
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Road - A
26574.8
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68.32
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Road - B
11550
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68.32
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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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer. MORTH No.111,112,501,503,900
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-
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Road - A
26574.8
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15.86
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Road - B
11550
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15.86
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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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces. MORTH No.111,112,501,503,900
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-
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Road - A
231.25
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22.02
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Bituminous Macadam (Table - 500-10) - (Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix 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 Clause 505 MORT&H Rev-V) - Grading II. MORTH No.111,112,501,505,900
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-
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Road - A
2.89
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7667.24
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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900
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-
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Road - A
1727.36
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9108
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Road - B
750.75
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9108
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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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900
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-
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Road - A
804.17
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9891.9
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Road - B
346.5
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9891.9
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Excavation including removal and satisfactory disposal of all materials 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. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900
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-
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Road - A
635
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22.54
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Road - B
270
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22.54
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Earthwork excavation in Soft disintegrated rock not requiring blasting except medium rock 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 for FOUNDATION OF RETAINING WALL
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-
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Road - A
244.92
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96.6
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Road - B
2507.74
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96.6
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Filling with Quarry dust from approved quarry including cost and conveyance to site including all labour charges for filling watering and consolidation etc. complete for foundation as per the drawing and standard specification
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-
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Road - B
87.19
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265.25
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Cement Concrete M10 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges for laying, compacting curing, all incidental charges complete for Leveling course for below foundation of retaining wall MORT&H No.111, 112, 1000, 1500, 1700, 900
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-
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Road - A
27.21
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4882.95
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Road - B
130.1
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4824.4
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Cement concrete M15 Grade (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for leveling course Retainingwall
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-
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Road - B
87.19
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5497
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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 Retainingwall (Below sill) MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
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-
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Road - A
150.51
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6551.51
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Road - B
719.49
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6479.28
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Vibrated reinforced cement conrete M25(Design mix) grade using ISS size HBG metal of 20mm and below including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges compacting finishing concrete, curing and all other incidental charges etc., complete for Retaining Wall ( Below sill)
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-
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Road - B
394.42
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8753
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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 Retainingwall (Above sill). MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
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-
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Road - A
101.47
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7947.32
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Road - B
483.53
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7871.69
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Vibrated reinforced cement conrete M25(Design mix) grade using ISS size HBG metal of 20mm and below including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges compacting finishing concrete, curing and all other incidental charges etc., complete for Retaining Wall ( Above sill)
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-
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Road - B
295.88
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11230
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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 Retainingwall Parapet MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900
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-
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Road - B
40.5
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9452
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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, trying 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
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-
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Road - B
39.39
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83688.7
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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. MORTH No. 2706, 900
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-
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Road - A
45.57
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193.5
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Road - B
353.35
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193.5
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Supplying and fixing 20mm thick Bitumen pad in 20mm expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc., (Sl.No : 252 (b), P.No:58 of SOR 2021-22 )
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-
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Road - A
3.09
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712
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Road - B
85.08
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712
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Re Filling using excavated earth laying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining wall (Filling charges only)
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-
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Road - A
217.1
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33.6
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Road - B
2507.07
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33.6
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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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78660386
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Add GST at 12%
1
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9439246
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Total Value put to Tender
1
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88099632
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Quoted value
1
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Final Quoted Value
1
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Add GST at 12% of Final Quoted 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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