Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 18,14,10,000
Costs
EMD
₹ 9,18,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening from Intermediate Lane to Four Lane and Strengthening at km 7/4 - 9/0 and Widening from Two Lane to Four Lane at km 9/0 - 12/9 of Jandamedu -
Description
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Contact
Tender Id
2024_HWAY_499633_1Tender No
39 / 2024-2025 / HDO, Dated. 28.10.2024-6Tender 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
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 Boxing as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
19256
123
2373494.56
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
702.97
123
86648.08
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
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
9869
42
422886.65
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
112.5
42
4820.63
Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
9259
1945
18008940.18
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
224.43
1945
436520.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of specified thickness, 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 soil compactor 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
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
14758
2195
32394105.16
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
331.78
2195
728263.74
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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, 502 & 900 of MORTH Vth Revision
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
59136
80
4774049.28
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
1327.11
80
107137.59
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
59136
18
1092833.28
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
1327.11
18
24524.99
Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 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 premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 80mm with mechanical paver finisher hydrostatic (more than 5m width) to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
4731
9600
45418924.68
Providingand laying Bituminous Concrete to 40mm thick using 0.13cum of 19.00 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 andmixing them in required temperature in central hot mix plant 20-30ton 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 crosssections and consolidated by 8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic 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 111, 112, 501, 507 & 900 of MORTH Rev-5 Grading II
-
-
-
1.Widening from Intermediate lane to Four Lane and Strengthening at Km 7/4 - 9/0 and Widening from Two Lane to Four lane at Km 9/0-12/9 of Jandamedu - Puliyur Road including CD works at Km 7/6, 8/6, 9/2, 9/8(i), 9/8(ii), 10/6, 10/8, 11/4 & 12/8
2366
11143
26365166.1
Providing, laying 80mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 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 premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min 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 80mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I
-
-
-
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
81.18
9071
736456.03
Providing,laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 inrequired temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and crosssections and consolidated by 8-10tonne 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 tool sand plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5 Grading II
-
-
-
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
15.64
8378
131039.74
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision of Grading II
-
-
-
1.7.Branching Road Junction Improvements at Km 11/2 & Eashing at 7/4 & 12/9 of Jandamedu - Puliyur Road
49.97
10616
530513
Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling RR Masonry
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
15.73
283
4453.79
Dismantling the the existing Plain Cement Concrete by manual/ by using deploying machineries in the existing causeway / bridge 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 as per MORTH Vth Revision Specifications No.111, 112, 202
-
-
-
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
11.42
486
5552.4
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
3.69
486
1794.08
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
1.05
486
510.51
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
1.62
486
787.64
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
24.24
486
11785.49
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 and Drain as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
294.18
123
36260.63
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
26.86
123
3310.76
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
488.55
123
60218.67
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
162.85
123
20072.89
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
209.3
123
25798.32
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
134.33
123
16557.52
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 Base Concrete of Culverts and Drain as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
13.8
6269
86518.69
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
2.3
6280
14446.14
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
22.41
6292
141012.68
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
7.47
6303
47089.83
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
9.56
6326
60484.02
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
6.49
6311
40961.7
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG graded 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 Base Slab, Side Walls, Top Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
75.35
12422
936067.02
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
99.27
12562
1247103.2
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
33.09
12574
416080.28
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
52.88
11640
615556.51
Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification For Wearing Coat 75mm thickness over Deck Slab s per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
50.18
679
34078.74
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
56.94
680
38767.6
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
18.98
681
12938.86
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
45.89
683
31362.6
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Wing wall and Parapet as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
40.91
8551
349824.68
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
19.86
6348
126085.58
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
122.76
8574
1052545.47
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
40.92
8585
351317.43
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
39.62
8688
344253.03
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
66.11
8655
572228.33
Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the schedule 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. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
5.19
95609
496212.11
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
6.93
95609
662572.24
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
2.31
95609
220857.41
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
3.59
95609
343237.28
Supply of RCC 900 mm dia RCC NP3 Class pipes specification IS 458/1988 to work (excluding hoisting and fixing 900 mm dia pipes to propert gradient) including all labour charges , all incidental charges including all taxes etc., complete (necessary test certificates to be produced by the contractor before fixing the pipes) 900 mm dia pipe (standard length)
-
-
-
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
10
3821
38214
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
75
3821
286605
Hoisting and Fixing of 900 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for culvert.
-
-
-
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
10
231
2310
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
75
231
17325
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and12mm ISS HBG metal from approved quarry,including cost and conveyance of all materials towork site, 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.
-
-
-
1.8.Construction of Centre median at km 7/4-12/9 of Jandamedu-Puliyur Road
10678.45
574
6134449.17
Filling behind Box culverts, Pipe Culvert & Wing wall with excavated earth including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges Only)
-
-
-
1.1.Reconstruction of Box culvert at Km 7/6 of Jandamedu-Puliyur road
79.18
42
3392.86
1.2.Widening of Single row Pipe culvert at Km 8/6 of Jandamedu-Puliyur road
2.33
42
99.84
1.3.Widening of Box culvert at Km 9/2, 9/8 (i) & 9/8 (ii) of Jandamedu-Puliyur road
115.8
42
4962.03
1.4.Widening of Box culvert at Km 10/8 of Jandamedu-Puliyur road
29.67
42
1271.36
1.5.Widening of Box Culvert at Km 12/8 of Jandamedu - Puliyur Road
55.77
42
2389.74
1.6.Widening of Three row pipe culvert at Km 10/6 & 11/4 of Jandamedu-Puliyur road
173.12
42
7418.19
1.8.Construction of Centre median at km 7/4-12/9 of Jandamedu-Puliyur Road
1442.88
42
61827.41
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
-
-
-
1.9.Providing Road Furniture at km 7/4-12/9 of Jandamedu -Puliyur road
4427.1
890
3940119
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
-
-
-
1.9.Providing Road Furniture at km 7/4-12/9 of Jandamedu -Puliyur road
1462
480
701760
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).
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1.9.Providing Road Furniture at km 7/4-12/9 of Jandamedu -Puliyur road (80cmx60cm Rectangular)
20
6349
126980
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 (for sign having area more than 0.90sqm) Type-IV
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1.9.Providing Road Furniture at km 7/4-12/9 of Jandamedu -Puliyur road
12.96
11805
152992.8
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)
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1.9.Providing Road Furniture at km 7/4-12/9 of Jandamedu -Puliyur road
8
4000
32000
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
153729042
-
Add GST at 18%
1
27671228
-
Total Value put to Tender
1
181400270
-
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
-
-
153729042
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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