Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date8 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 13,78,00,000
Costs
EMD
₹ 6,99,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Two Lane to Four Lane and Strengthening at km 0/0 - 2/4 of Pennagaram Bye pass road including Reconstruction of Box culverts at Km 0/4, 0/6,
Description
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Contact
Tender Id
2024_HWAY_499632_1Tender No
39 / 2024-2025 / HDO, Dated. 28.10.2024-5Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
13650
123
1682499
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
260.8
123
32146.21
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
718.36
123
88545.05
Granular Sub-base with Graded Material (Table:- 400-13) - 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for grading- V Material
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-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
2390
1849
4419444.6
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
145.8
1849
269604.61
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
207.3
1849
383326.72
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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for grading- III Material
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-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
1912
1938
3706086.96
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
116.6
1938
226009.28
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
138.2
1938
267877.21
Wet Mix Macadam (Table 400-13) :Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mmthick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Vth Revision
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
4835
2165
10467920.05
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
291.5
2165
631106.25
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
345.4
2165
747801.36
Prime coat : Providing and laying Prime Coat over WBM/ WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including costofmaterial, 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.
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
19465
81
1585229.6
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
1165.9
81
94950.9
Tack coat -Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50Kg 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 111, 112, 501, 503 & 900 of MORTH Vth Revision.
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
19465
18
364968.75
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
1165.9
18
21860.63
Tack coat - Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over itincluding costofmaterial, 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.
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
16343
27
441261
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
6905.9
27
186459.3
Providing and laying 100mm 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 VG40 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 the minrequired temperature in central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 100mm with paver to the specified grades and cross sections and compacted by Vibratory/ Pneumatic Roller to there quired density etc.,including labour for attending to paver at site etc.,including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher ,Vibratory/ Pneumatic roller sand all other tools and plant required ,including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 505 MORTH Rev-5 - Grading - I
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
1901
9321
17719354.07
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
116.6
9321
1086836.76
Dense Graded Bituminous Macadam (Table - 500-10) Providing, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20 mm, 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 VG40 grade bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature incentral hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to site,spreading the mix to uniform thickness of 50 mm 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 withbitumen 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 complete as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
1027
10077
10349756.82
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
353.7
10077
3564468.34
Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00-9.50 mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for pre mixing per 10 sqm including cost and conveyance of all materials to CMPsite,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 40mm 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 charges and fuel charges for 20-30t 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 specification using CMP as per clause No. 111,112,501,507 & 900 of MORTH vth Revision complete in all respects - Grading II
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
1433
10934
15669210.15
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
323.4
10934
3536233.47
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. For Hire and Labour charges only
-
-
-
Widening from Two Lane to Four Lane and Strengthening at Km 0/0 - 2/4 of Pennagaram - Bye pass road including Reconstruction of Box culverts at Km 0/4,0/6, 0/10,1/2(2 Nos),1/6,2/2 & widening of Box culvert at Km 2/2 , Construction of Drain at Km 0/0 - 0/8 (800m), Km 1/6-1/8 (200m) (L/s) & Km 0/0-1/8 (R/s) & Construction of Retaining wall at Km 1/10 (L/s) including Junction Improvements at Km 0/2,0/6,1/2,1/8 & 2/2 and Providing Paver Blocks at Km 0/0 - 2/0 (MD 349)
1405
62
87124.05
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of gradeM20 (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
-
-
-
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
572.45
496
284147.01
Providing Semi barrier kerb centre median at Km 0/0 - 2/4 of Pennagaram - Bye Pass road (MDR-349).
4600
496
2283302
Filling behind the Center median by using Gilty Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, etc., complete and as directed by the departmental engineers for making up of low berms complete as per clause 304 & 2907 of MORTH Vth Revision
-
-
-
Junction Improvements at Km 0/2,0/6,1/10,1/2, 1/8 & 2/2 OF Pennagaram - Bye Pass road (MDR-349).
115.57
297
34420.21
Providing Semi barrier kerb centre median at Km 0/0 - 2/4 of Pennagaram - Bye Pass road (MDR-349).
414
297
123301.62
Dismantling the Cut Stone Culvert / RCC Slab in the existing Cut Stone Slab / Slab and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
43.44
512
22281.68
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
43.44
512
22281.68
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
14.48
512
7427.23
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
14.48
512
7427.23
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 Box Culvert, Drain and Paver Block as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
280.32
123
34552.24
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
280.32
123
34552.24
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
93.44
123
11517.41
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
93.44
123
11517.41
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
93.44
123
11517.41
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
768
123
94663.68
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 Levelling course for Drain and Base Course of culvert as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
42.05
6243
262518.15
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
42.05
6247
262686.35
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
14.02
6259
87751.18
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
14.02
6258
87744.17
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
14.02
6234
87400.68
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
64
6234
398976
Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications for area (With Centering).as per MORTH Rev. V Specification Nos.100,1000,1500,1700, 2100 for Wing wall and Parapet over Box culvert.
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
120.15
8677
1042541.55
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
120.15
8681
1043022.15
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
40.05
8693
348154.65
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
40.05
8693
348154.65
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
40.05
8668
347153.4
Vibrated Reinforced Cement Concrete M25 (Design mix) using graded metal 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 for laying, compacting, curing, including all incidental charges etc., complete for Box culvert, Drain Box Portion as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
204.65
12631
2584934.15
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
204.65
12635
2585752.75
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
68.22
12646
862710.12
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
68.22
12646
862710.12
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
68.22
12622
861072.84
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
340.8
14870
5067696
Supply and fabrication of Steel Grade Fe 500D 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 as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
16.56
95610
1583301.6
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
16.56
95610
1583301.6
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
5.52
95610
527767.2
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
5.52
95610
527767.2
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
5.52
95610
527767.2
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
19.2
95610
1835712
Vibrated Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site including cost and labour charges for formwork, softwater, labour charges for mixing, transporting, laying and curing concrete with all leads for softwater, including all other incidental charges for formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OF 75mm UNIFORM THICKNESS over Top slab of Box culvert.
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
150.54
679
102246.77
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
150.54
679
102291.93
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
50.18
680
34142.47
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
50.18
680
34142.47
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
50.18
678
34047.13
Providing and fixing 100mm dia PVC Seepage Pipes of required length for Box culvert including cost and conveyance of all materials to worksite, 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 Box culvert as per clause 2700 of MORTH Vth Revision
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
34.2
192
6583.5
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
34.2
192
6583.5
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
11.4
192
2194.5
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
11.4
192
2194.5
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
11.4
192
2194.5
Providing and fixing of M.S Gratings 300x200mm Size with M.s flats of 25x10mm for outer frames, 20x10mm for inner braces with mild steel grating and fixing them in position charges etc., complete including cost and conveyance of materials to worksite and all other incidental charges.
-
-
-
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
80
569
45520
Refilling in between Box Culvert, Drain and Road 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 MORTH Vth Revision Specifications No. 304, 2907 (Labour charges only)
-
-
-
Reconstruction of Box Culvert at Km 0/4, 0/6 & 0/10 of Pennagaram - Bye Pass road (MDR - 349).
168.04
42
7200.51
Reconstruction of Box Culvert at Km 1/2(2Nos) & 1/6 of Pennagaram - Bye Pass road (MDR - 349).
168.04
42
7200.51
Reconstruction of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
56.01
42
2400.03
Widening of Box Culvert at Km 2/2 of Pennagaram - Bye Pass road (MDR - 349).
56.01
42
2400.03
Reconstruction of Box Culvert at Km -0/2 of Junction Improvement at Pennagaram - Bye Pass road (MDR - 349).
56.01
42
2400.03
Construction of Drain at Km 0/0 - 0/100 & km 0/250 -0/550 R/s (of Pennagaram - Bye Pass road (MDR-349).
48
42
2056.8
Filling with M-sand below the raft including cost and conveyance of sand 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 biult up to the bottom level inclusive all other incidental charges complete. for below paver block.
-
-
-
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
41.5
1759
73000.58
Supplying and laying of TAMIN Paver Block of size 80mm thick (Supply at site) over a base of crushed stone filling including cost and conveyance of all materials to worksite, including all labour charges for laying, compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification
-
-
-
Providing Paver block at km 0/0 - 2/0 of Pennagaram Bye pass road (MDR-349).
2181.47
1572
3430274.32
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and Laying Centre line and edge line of hot applied thermoplast paint compound 2.5mm thick including reflectorising glass beads @ 250gms. Per sqm. area, thickness of 2.5min is exclusive of surface applied glass beads as per IRC:35, the finished surface to be level uniform and free from streaks and holes etc., complete as per MORT&H specification No.803
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
2277.3
890
2026797
Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of ' Category A' Raised pavement markers made out of poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective Panels with micro prismatic lens capable of Providing total internal reflection of the light entering the lens face with retro - reflectance and chrimaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular no RW/NH 33023/10/97-DO.III Dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular . The Strength of detachment o the intergrated cylindrical shanks, (of diameter not less than 19 +/-2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and comfirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
3758
480
1803840
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Cautionary Signs, Triangular (Size 900 mm side).
6
6900
41400
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Mandatory Signs,(Size 900 mm side). STOP
10
9976
99760
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Mandatory Signs, (Size 600 mm side). Circle
6
6283
37698
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Rectangular Size. (600 X 450 mm ).
4
6087
24348
Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of high intensity Prismatic Grade Sheeting Confirming to Type - IV standards of IRC - 67: 2012 and ASTM D 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, machinery and labour withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection Sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012. (As per MORTH & H Specification No. 801).
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Chevron board (800mm x 600mm Rectangular size).
30
6349
190470
Direction and Place Identification Signs - Type - IV providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956 -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly 45cmx45cmx60cm size including cost and conveyance of all materials equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 7 year warrantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (As per MORT&H Specification No.801) Rate per Sqm
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Rectangular Size. (1200 X 900 mm ). For Place Identification
4.32
11805
50997.6
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Rectangular Size. (1200 X 900 mm ). For Place Identification
7.2
11805
84996
Direction and Place Identification Signs - Type - XI ( For Location of black spot curve, sharp bend, junction, ghat roads and critical zone applications) providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type XI standards of IRC-67:2012 and ASTM D 4956 -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 10 year warrantly issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (As per MORT&H Specification No.801) Rate per Sqm
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Rectangular Size. (2400 X 1800 mm ). For Place Identification
8.64
14355
124027.2
Providing and Erecting of Retro - reflectorised Hazard Marker Traffic sign made out of high intensity Prismatic Grade sheeting coinfirming to Type - IV standards of IRC -67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60 m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by meand sof properly designed conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the Engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - Reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012. (as per MORT&H Specification No.801)
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Hazard Marker on Bridges/culverts
36
4000
144000
Providing and fixing of Retro Reflectorized Overhead Cantilever Gantry Informatory signs made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2 mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50 mm x 50 mm x 6 mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80 NB (Nominal Bore) MS Pipe with 4 mm thick and 40 NB (Nominal Bore) MS Pipe with 3.2 mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes(420x420), (682x420), (288x288), (288x927), (44x130)are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures.The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No. 801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, Machinery and labor with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
6
540490
3242940
Providing and fixing of Rigid Median Marker double side made of tough, high impact resistant, injection-molded , thermoplastic body with an isosceles trapezoidal structure of length , width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding the Median Marker shall have a minimum Notched lzod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of body in the injection moulding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*805cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67-2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, ect. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
Rigid Median Marker
576
470
270720
Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
15
2400
36000
Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No.with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.d by a combination of epoxy adhesive and grouting.
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
12
25000
300000
Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
4
2197
8788
Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.
-
-
-
Providing Road Furniture at km 0/0-2/4 of Pennagaram Bye pass (MDR 349)
20
574
11493
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
116777120
-
Add GST at 18%
1
21019882
-
Total Value put to Tender
1
137797002
-
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
-
-
116777120
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Quoted Rate in Words
-
-
-
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