Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Drainage Work
Eprocure
Opening Date8 Nov 2024
Closing Date11 Dec 2024
Tender Amount₹ 14,99,00,000 
Notes
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Costs

Summary

Widening from Two Lane to Four Lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2,

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Earth Work excavation in all classes of soil except hard rock requiring blasting and deposting on bank with all leads and lifts as per SS20B with including cost of all labour charges, Materials, tools, equipments and all icidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site clearing up the site and disposal of all surplus materials etc., Complete as per standard Specification. For Box cutting for widening portion

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

17051

123

2101706.26

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

302.51

123

37287.38

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

942.74

123

116202.13

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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearingup the site and disposal of all surplus materials etc.,complete as per standard specification. For embankment / sub grade

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

2575

62

159675.75

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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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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

3703

1801

6671028.56

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

84.2

1801

151687.98

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

231.82

1827

423748.41

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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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for grading- III Material

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-

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

2743

1891

5187314.73

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

62.37

1891

117948.53

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

154.55

1917

296351.17

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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

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

6852

2225

15245837.04

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

155.93

2225

346947.37

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

386.37

2225

859680.98

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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.

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

27389

81

2229738.49

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

623.74

81

50778.67

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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.

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-

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

27389

18

513269.86

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

623.74

18

11688.89

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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.

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-

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

19062

26

514483.38

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

808.95

26

21833.56

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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 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 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)

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

4060

10131

41132103.6

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

71.63

10131

725687.83

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Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 30/40 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 30/40mm 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

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-

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1.Widening from Two lane to Four lane and Strengthening at km 0/0 - 3/0 of Dharmapuri - Papparapatti road including Reconstruction of culvert at Km 0/2, 2/2, 2/4, Construction of Drain, Junction Improvement Km 0/10, Km 2/6, Providing center median and Paver block.

1858

10983

20408141.94

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1.5.Junction Improvement at km 0/10, 2/6 of Dharmapuri - Papparapatti road.

42.98

10983

472089.31

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Dismantling the RR Masonry in the existing Pipe culvert 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.

-

-

-

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1.1.Reconstruction of Box culvert at km 0/2 of Dharmapuri - Papparapatti road.

18.72

283

5300.38

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1.2.Reconstruction of Box culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

37.44

283

10600.76

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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

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

610.1

123

75200.93

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

389.76

123

48041.82

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

832

123

102552.32

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Vibrated Cement Concrete M15 (Nominal mix 1:2:4) 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 Out Centering).as per MORTH Rev. V Specification Nos.100,1000,1500,1700, 2100 for Base course below Box culvert Base slab & Wing wall

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

30.51

6181

188594.51

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

58.46

6190

361895.46

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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 as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

-

-

-

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

64

6104

390696.32

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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.

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

52.18

8225

429195.11

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

84.38

8386

707641.9

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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

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

196.39

11567

2271696.16

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

139.26

12426

1730522.75

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

343.43

14695

5046758.8

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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

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

13.33

95609

1274471.57

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

11.04

95609

1055526.34

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

19.43

95609

1857210.07

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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

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

50.4

192

9702

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

48.48

192

9332.4

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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.

-

-

-

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

80

569

45520

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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)

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

243.63

42

10439.55

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

169.83

42

7277.22

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1.4.Construction of Drain at km.0/0-0/200 (B/S) of Dharmapuri Papparapatti road.

48

42

2056.8

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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

-

-

-

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1.3.Providing Kerb median at km 0/0-3/0 of Dharmapuri - Papparapatti road.

5895.8

484

2854805.32

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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.

-

-

-

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

46.36

1543

71576.13

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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

-

-

-

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1.6.Providing Paver Block at km 0/0-0/200 (B/S) of Dharmapuri - Papparapatti road.

1545.47

1570

2427531.55

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Filling behind the Center median with Girty Gravel including cost and conveyance to site 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

-

-

-

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1.3.Providing Kerb median at km 0/0-3/0 of Dharmapuri - Papparapatti road.

554.91

353

196099.64

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Excavation including Removal and satisfactory disposal of all materials neccesary for the construction of roadway and side drains in accordance in specifications and the lines, grades and cross sections shown in the drawings or as indicatedated by Engineer disposal the earth for Average lead of 5km. as per clause 111, 112, 201, 202, 301 to 305, 900 of MORTH Vth Revision

-

-

-

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1.1.Reconstruction of culvert at km 0/2 of Dharmapuri - Papparapatti road.

366.47

58

21603.41

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1.2.Reconstruction of culvert at km 2/2, 2/4 of Dharmapuri - Papparapatti road.

219.93

58

12964.87

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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

-

-

-

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1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

2508.05

890

2232164.5

... More
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

-

-

-

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1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

3932

480

1887360

... More
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).

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-

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1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Cautionary Signs, Triangular (Size 900 mm side).

8

6900

55200

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Mandatory Signs,(Size 900 mm side). STOP

8

9976

79808

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Mandatory Signs, (Size 600 mm side). Circle

6

6283

37698

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Informatory Signs Rectangular Size. (600 X 450 mm ).

6

6087

36522

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Informatory Signs Rectangular Size. (800 X 600 mm ). For Bus Shelter

4

8120

32480

... More
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).

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Chevron board (800mm x 600mm Rectangular size).

20

6349

126980

... More
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

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Rectangular Size. (1200 X 900 mm ). For Place Identification

17.28

11805

203990.4

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road. Rectangular Size. (1500 X 1200 mm ). For Direction and Place Identification

21.6

11805

254988

... More
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

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.Rectangular Size. (2400 X 1800 mm ). For road safety slogan

17.28

14355

248054.4

... More
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)

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.Hazard Marker on Bridges/culverts

14

4000

56000

... More
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

-

-

-

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1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

4

540490

2161960

... More
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. Sl No.10

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

632

470

297040

... More
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. Sl No.10

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

8

25000

200000

... More
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.

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

6

2197

13182

... More
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.

-

-

-

... More
1.7.Providing Road Furniture at Km. 0/0-3/0 of Dharmapuri - Papparapatti road.

24

574

13791.6

... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically

-

-

-

... More
Basic cost of value put to tender as per estimate

1

126984128

-

... More
Add GST at 18%

1

22857143

-

... More
Total Value put to Tender

1

149841271

-

... More
Negotiated Percentage

1

-

-

... More
Final Negotiated Value

1

-

-

... More
Add GST at 18% of Final Negotiated Value

1

-

-

... More
Total Value of Contract Including 18% of GST

1

-

-

... More
Basic cost of value put to tender as per Estimate

-

-

126984128

... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

-

-

-



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