Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,07,60,000
Costs
EMD
₹ 1,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 067 Tn No 16 2024 25 Hdo Dated 29 08 2024
Description
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Contact
Tender Id
2024_HWAY_481336_1Bid Award Id
ViewTender No
MDU No 067 TN No 16 2024 25 HDO Dated 29 08 2024Tender 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 B
206.78
428272
2071.15
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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 No.111, 112, 401,900 - for grading- III Material
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-
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ROAD B
152.84
330394
2161.7
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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 of MORTH Specification 111,112,406,900
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-
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ROAD B
382.1
904251
2366.53
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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 of MORTH Specification no.111,112, 501,502,900- over WMM.
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-
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ROAD B
1528.39
125083
81.84
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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 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer.
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-
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ROAD A
10500
284865
27.13
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ROAD B
1528.39
28886
18.9
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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 of MORTH Specification- over granular surfaces treated with Existing BT Surfaces
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-
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ROAD B
2593.16
70326
27.12
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Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 - Grading II
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ROAD B
93.42
956215
10235.66
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Bituminous Macadam Providing and laying 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 of MORTH Specification 111,112,501,504,900 - Grading II (Table 500-7).
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ROAD A
525
4600617
8763.08
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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 no.111,112,507,900 complete in all respects - Grading II
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ROAD A
315
3487396
11071.1
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ROAD B
123.65
1368941
11071.1
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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 Formation of embankment and Compaction using Carted earth for making up Low berms
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ROAD A
585
115227
196.97
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Providing compaction for embankment/making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering, etc., complete and as directed by the departmental engineers.Compaction Only For Utilizing Available Box Cut Earth
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ROAD B
81
2157
26.64
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Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification
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-
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ROAD B
325
183462
564.5
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Refilling with Excavated Soil including cost and conveyance of Materials to Work site including labour charges for filling, laying, Compacting by manual Labour under optium 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
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-
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ROAD B
13.16
563
42.85
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ROAD B -(Construction of Retaining wall at km 10/8)
549.96
23565
42.85
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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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 MORTH specification no.111,112,304 for Foundation of Retaining wall and Dressing the bed.
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-
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ROAD B -(Construction of Retaining wall at km 10/8)
208.62
25714
123.26
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Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing 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, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Body Wall and Pipes.
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ROAD B -(Widening of Pipe Culvert at km 10/8)
43.07
10617
246.52
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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 below the body wall.
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-
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ROAD B
1.93
10454
5416.62
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Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for ABUTMENTS, WINGS, RETAINING WALL, AND RIVER TRINING WALL FOR FOUNDATION.
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-
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ROAD B -(Construction of Retaining wall at km 10/8)
104.31
643363
6167.8
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Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for ABUTMENTS, WINGS, RETAINING WALL, AND RIVER TRINING WALL FOR BELOW SILL LEVEL.
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-
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ROAD B -(Construction of Retaining wall at km 10/8)
83.95
619128
7374.97
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Vibrated Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., as per MORTH Specification no. 111,112,1000, 1500, 1700,2100,900 complete for ABUTMENTS, WINGS, RETAINING WALL, AND RIVER TRINING WALL FOR ABOVE SILL LEVEL.
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-
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ROAD B -(Construction of Retaining wall at km 10/8)
332.23
3047299
9172.26
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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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ROAD B
19.12
171368
8962.8
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Dismanting the existing RR Masonry culvert in the existing Parapet and Body wall , Abutment and wings and clearing away from the site & carefully stacking the use full materials for reuse on the road side as directed by the departmental officers etc., complete. SI NO-12
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-
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ROAD B
15.93
7745
486.2
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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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-
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ROAD B
5
21384
4276.8
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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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-
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ROAD B
5
1331
266.2
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Filling with Quarry fines 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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-
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ROAD B
4.72
1378
292.05
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Providing and fixing 110 mm dia PVC SEEPAGE PIPES of required length for abument and wing.Retaining wall including cost and conveyance of all materials to work site, cost and labour for semi - spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH Specification no. 2700, 900 for Retaining wall
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-
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ROAD B -(Construction of Retaining wall at km 10/8)
55.8
11332
203.1
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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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17583391
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Add GST at 18%
1
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3165010
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Total Value put to Tender
1
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20748401
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Excess/Less Percentage
1
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-
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Final Value
1
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-
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Add GST at 18% of Final 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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17583391
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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