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₹ 4,05,70,000
Costs
EMD
₹ 2,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 063 Tn No 15 2024 25 Hdo Dated 28 08 2024
Description
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Contact
Tender Id
2024_HWAY_481233_1Bid Award Id
ViewTender No
MDU No 063 TN No 15 2024 25 HDO Dated 28 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
1086.28
267203
245.98
... More
Earthwork excavation SS20B in all classes of soil such as hard stiff clay, Stiff black cotton, hard red earth, Shale’s murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as baling out water, shoring, strutting, walling and forming protective Bunds, wherever necessary etc., complete as per MORTH Specification no .111,112,304 for widening.
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-
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ROAD B
967.6
119266
123.26
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH Specification no.111,112,202
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-
-
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ROAD C
4616.03
100814
21.84
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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 No.111, 112, 401,900 - for Grading- V Material
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-
-
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ROAD B
176.44
337485
1912.75
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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
131
262432
2003.3
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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
327.49
775014
2366.53
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ROAD C
1734.81
3858026
2223.89
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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
1278.28
104627
81.85
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ROAD C
13848.1
1133328
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 B
1278.28
24159
18.9
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ROAD C
13848.1
261729
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 A
10500
284760
27.12
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ROAD B
5796.29
157195
27.12
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Providing, laying 75mm 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 VG40 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 - Grading I
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-
-
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ROAD B
61.37
596005
9711.68
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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 - Grading I
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-
-
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ROAD B
43.17
441873
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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-
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ROAD A
70
613415
8763.08
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ROAD C
692.4
5964887
8614.8
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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-40) 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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-
-
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ROAD B
165.9
1884449
11358.95
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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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-
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ROAD A
315
3487396
11071.1
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ROAD B
46.33
512924
11071.1
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ROAD C
415.44
4540210
10928.68
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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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-
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ROAD A
390
76818
196.97
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ROAD C
445.1
87671
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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-
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ROAD B
40
1065
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
468
267111
570.75
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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
50.55
2166
42.85
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ROAD B-( Reconstruction of Box Culvert at km 5/8)
69.28
2968
42.85
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Provisions for supplying and Fixing RCC M15 Grade Precast KM Stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc.., complete ( as per MORT &H Specification No.804) SOR - HW-W0100
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-
-
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ROAD C
2
4394
2197
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Provisions for supplying and Fixing RCC M15 Grade Precast HM Stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc.., complete ( as per MORT &H Specification No.804) SOR - HW-W0101
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-
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ROAD C
8
4597
574.65
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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 etc. complete.,
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-
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ROAD B-(Construction of Load Bearing Drain at km 5/8)
738.01
213557
289.37
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ROAD B-( Reconstruction of Box Culvert at km 5/8)
271.02
78595
290
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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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-
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ROAD B-( Reconstruction of Box Culvert at km 5/8)
15.93
99084
6220
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Plain Cement Concrete of grade M10 (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 CRASH BARRIER TYPE CENTRE MEDIAN and Drain.
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-
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ROAD B-(Construction of Crash Barrier Centre median at km 10/8)
1.53
8483
5545.09
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ROAD B
44.71
247920
5545.09
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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-( Reconstruction of Box Culvert at km 5/8)
42.17
359878
8534
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Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite 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 Drain.
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-
-
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ROAD B-(Construction of Load Bearing Drain at km 5/8)
264.58
3934524
14870.83
... More
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite 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 harges etc., complete for Box culvert.
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-
-
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ROAD B-( Reconstruction of Box Culvert at km 5/8)
75.12
930736
12390
... More
Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below ISS hard broken granite 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 CRASH BARRIER TYPE CENTRE MEDIAN
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-
-
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ROAD B
5.98
67153
11229.75
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Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.
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-
-
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ROAD B-( Reconstruction of Box Culvert at km 5/8)
54.81
37128
677.4
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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-( Reconstruction of Box Culvert at km 5/8)
19.51
9485
486.2
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Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule 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.
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-
-
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ROAD B-(Construction of Load Bearing Drain at km 5/8)
14.22
1359574
95610
... More
ROAD B-( Reconstruction of Box Culvert at km 5/8)
6.19
591825
95610
... More
ROAD B
0.68
65014
95610
... More
Painting Crash Barrier with two coats of new plastered wall surface with ready mixed plastic Exterior Emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification as instructed by the departmental officers including preparation of surface curing and including cost of primer etc., complete in all floors complying with standard specifications.
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-
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ROAD B
50.75
12907
254.34
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Providing and fixing 160 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 Load Bearing Drain at km 5/8)
3.6
1510
419.7
... More
Providing and fixing 100 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
25
4437
177.5
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Providing and fixing of FRP Gratings of 600 x 200mm size with M.S flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and coveyance of pipes and gratings and fixing them in position (At 5m interval
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-
-
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ROAD B-(Construction of Load Bearing Drain at km 5/8)
35
17500
500
... More
Providing and fixing of FRP Gratings of 600 x 200mm size with M.S flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and coveyance of pipes and gratings and fixing them in position (At 5m interval
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-
-
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ROAD B-(Construction of Load Bearing Drain at km 5/8)
53
157463
2971
... More
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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34373101
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Add GST at 18%
1
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6187158
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Total Value put to Tender
1
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40560259
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Excess/Less Percentage
1
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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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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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34373101
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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