National Bank For Agriculture And Rural Development Tender

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National Bank For Agriculture And Rural Development - NABARD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Date22 Jan 2025
Tender Amount₹ 31,50,00,000 
Notes
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Costs

Description

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.

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-

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Junction Improvement

8141.95

21

177820.19

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Construction of embankement with approved material obtained from borrow pits and excavation from drain and foundation of other structures, graded and compacted to meet the required layers , spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density , all lead, lifts, loading, unloading,,all labour, hire charges of all machineries etc., complete in accordance with MORT&H Technical Specification Clause 305

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-

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Main Road work

52494.36

621

32636793.5

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Construction of embankment with approved material obtained excavation from field and foundation of other structures, graded and compacted to meet the required layers , spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density , all lead, lifts, loading, unloading,,all labour, hire charges of all machineries etc., complete in accordance with MORT&H Technical Specification Clause 305. (Labour rate for Cutting quantity of earthwork)

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-

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Main Road work

4272.17

42

183062.49

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Earthwork excavation in all classes of soil except soft desigtegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Boxing Cutting

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-

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Junction Improvement

3358.86

123

414013.08

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Construction of Subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts & leads, tranporting to site, spreading, grading to required slope and compacted to meet requirement in layers and compacting by mechanical means after adding water to its OMC, so as to acheive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with a lead , all lifts, loading, unloading, hire charges of machinery etc., complete in accordance with MORT&H Technical Specification Clause 305

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-

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Main Road work

29041.95

699

20311358.99

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Junction Improvement

5936.02

699

4151533.67

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Providing and Laying Granular Sub-base with Graded Material to a compacted thickness of 140mm(Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- V Material

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-

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Main Road work

6293.72

1898

11947494.55

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Junction Improvement

2829.01

1898

5370366.26

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Providing and Laying Granular Sub-base with Graded Material to a compacted thickness of 100mm (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- III Material

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-

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Main Road work

4361.33

1987

8667227.5

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Junction Improvement

2020.71

1987

4015736.78

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Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

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-

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Main Road work

6989.3

2134

14916564.06

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Junction Improvement

7008.99

2134

14958586.46

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Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900 .

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-

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Main Road work

27957.2

82

2310383.01

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Junction Improvement

25216.38

82

2083881.64

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Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900

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-

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Main Road work

27957.2

19

536778.24

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Junction Improvement

25216.38

19

484154.5

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Providing and laying 70mm consolidated thick Dense Bituminous macadam using VG30 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 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / 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 / 9m paver finisher, 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 505 of MORTH rev-5

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-

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Main Road work

1957

9543

18677392.73

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Junction Improvement

1765.15

9543

16846397.43

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Providing and laying Bituminous Concrete 30 mm thick VG30 bitumen and 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / 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 / 9m paver finisher, 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 507 of MORTH Rev-5 MORTH Rev-5

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-

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Main Road work

838.72

11239

9426608.92

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Junction Improvement

756.53

11239

8502852.5

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Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MORT & H Specification No. 801 ) .

-

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-

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Main Road work

3

2197

6591

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Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MORT & H Specification No. 801 ) .

-

-

-

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Main Road work

12

574

6895.8

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Supplying & fixing Boundary stone of standard design and Drawing as per IRC 25-1967 including Painting, numbering etc., all other incidental charges etc., complete

-

-

-

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Main Road work

155

1107

171585

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Cement Concrete of grade M15 Nominal Mix, using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for MEDIAN.

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-

-

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Junction Improvement

1940.77

419

814657.62

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Filling with excavated earth including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the MEDIAN.( Labour charges only)

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-

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Junction Improvement

914.07

42

39167.9

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CONSTRUCTION OF HIGH LEVEL BRIDGE ACROSS GUNDARU RIVER AT KM 1/2 & CHITTARU RIVER AT KM 2/2 IIN THE MAIN WORK OF FORMATION OF TENKASI BYPASS KM 0/0-3/0

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-

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Earth work excavation in all classes of soil and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL as per section 300 of MORT&H Specifications (Fifth Revision)

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-

-

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Across Gundaru River @ km 1/2

292.73

123

36081.9

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Across Chittaru River @ km 2/2

306.3

123

37754.29

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Earth work excavation in soft disintegrated rock not requiring blasting and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for FOUNDATION OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision)

-

-

-

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Across Gundaru River @ km 1/2

800

562

450040

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Across Chittaru River @ km 2/2

490

562

275649.5

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Earth work excavation in soft rock not requiring blasting and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for FOUNDATION OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision)

-

-

-

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Across Chittaru River @ km 2/2

520

562

292526

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Earth work excavation in Hard rock requiring blasting and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for FOUNDATION OF PIERS as per section 300 of MORT&H Specifications (Fifth Revision)

-

-

-

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Across Gundaru River @ km 1/2

500

1743

871530

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Across Chittaru River @ km 2/2

60

1743

104583.6

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Benching of rock upto an average depth of 10 cm includig labour etc., complete as per relevant standard specification as per Cl. 705.2.2 of IRC 78. 2014 & Section 300 of MoR&H (V Revision)

-

-

-

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Across Gundaru River @ km 1/2

200

843

168740

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Compacted plain Cement Concrete grade M35 (Design mix), using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS IN ABUTMENTS AND PIERS as per section 2100 of MORT&H specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

41

8744

358526.14

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Across Chittaru River @ km 2/2

37

8744

323547.98

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Vibrated Cement Concrete grade M15 (Nominal mix), using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, etc.., complete as per relevant standard specification for FILLING THE TRENCHES AROUND FOOTINGS as per cl 707.4.6 of IRC 78:2014

-

-

-

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Across Gundaru River @ km 1/2

140

5986

838044.2

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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS, RETURN WALLS per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

424

9140

3875597.44

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Across Chittaru River @ km 2/2

419

9147

3832890.49

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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

211

9255

1952809.22

... More
Across Chittaru River @ km 2/2

157

9295

1459355.82

... More
Cement Concrete grade M15 (Nominal mix), using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, etc.., complete as per relevant standard specification for FILLING THE TRENCHES AROUND FOOTINGS UPTO TOP OF ROCK as per cl 707.4.6 of IRC 78:2014

-

-

-

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Across Chittaru River @ km 2/2

50

5986

299301.5

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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete,working at depths, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENTS AND RETURN WALLS SUB STRUCTURE BELLOW SILL LEVEL as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

21.14

10556

223155.53

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Across Chittaru River @ km 2/2

13.09

10511

137593.83

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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete,working at depths, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENTS AND RETURN WALLS SUB STRUCTURE ABOVE SILL LEVEL as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

251.49

11581

2912538.38

... More
Across Chittaru River @ km 2/2

251.41

11556

2905439.78

... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of formwork, labour charges for mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete, for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

19

14040

266775.39

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Across Chittaru River @ km 2/2

20

14129

282593.2

... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for CIRCULAR PIERS BELLOW SILL LEVEL

-

-

-

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Across Gundaru River @ km 1/2

2.04

10833

22056.56

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Across Chittaru River @ km 2/2

3.05

10833

33084.84

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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for CIRCULAR PIERS ABOVE SILL LEVEL

-

-

-

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Across Gundaru River @ km 1/2

37.34

13698

511440.59

... More
Across Chittaru River @ km 2/2

29.6

13698

405453.83

... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for CAPPING BEAM AND PEDESTALS OVER PIERS as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).

-

-

-

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Across Gundaru River @ km 1/2

53

12051

638752.82

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Across Chittaru River @ km 2/2

53

12051

638752.82

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Supplying and fixing of ELASTOMERIC BEARING of size 40 x30x 8 cm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges, etc., complete as per section 2000 of MORT&H specifications (Fifth Revision) and IRC :83-2018 (Part - II)

-

-

-

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Across Gundaru River @ km 1/2

230400

1

407808

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Across Chittaru River @ km 2/2

230400

1

407808

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Vibrated reinforced Cement Concreteof Grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)

-

-

-

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Across Gundaru River @ km 1/2

100

20600

2060012

... More
Across Chittaru River @ km 2/2

115

20436

2350240.05

... More
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG Graded metal as the max. size of coarse aggregate , including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of formwork, labour charges for mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete, as per relevant specification for DECK SLAB, KERB AND SAFETY KERB as per section 1500, 1700 & 2300 of MORT&H specifications (Fif+B65th Revision)

-

-

-

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Across Gundaru River @ km 1/2

175

13912

2434629.75

... More
Across Chittaru River @ km 2/2

187

13908

2600925.03

... More
Vibrated Reinforced Cement Concrete M40 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hirecharge for tools and Plants, including all other incidental charges, etc., complete, for CRASH BARRIER OVER DECK SLAB AND RETURN as per section 811, 1700 & 2703.3 of MORT&H specifications (Fifth Revision)

-

-

-

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Across Gundaru River @ km 1/2

31

17855

553526.39

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Across Chittaru River @ km 2/2

33

17849

589044.72

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Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per section 2705 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

18

2498

44965.8

... More
Across Chittaru River @ km 2/2

18

2498

44965.8

... More
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to spectifications for Road and Bridge Works published by Ministry of Road Transport and Highways in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials , cost of testing as per the MOST specifications, including lablour ,equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

52

13981

727012

... More
Across Chittaru River @ km 2/2

52

13981

727012

... More
Compacted plain Cement Concrete M15 (Nominal mix) using 40mm ISS metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

14

6536

91516.04

... More
Across Chittaru River @ km 2/2

14

6536

91516.04

... More
Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete For SAFETY KERB RAMP as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

3

10395

31185.36

... More
Across Chittaru River @ km 2/2

3

10395

31185.36

... More
Vibrated reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete For APPROACH SLABS as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

23

8977

206481.35

... More
Across Chittaru River @ km 2/2

23

8977

206481.35

... More
Vibrated Cement Concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&H Fifth Revision using ISS HBG Graded metal including cost and conveyance of all materials to work site including cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork etc., complete, for WEARING COAT OVER DECK SLABS AND APPROACH SLABS as per Cl. 2702.2 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

545

708

386317.8

... More
Across Chittaru River @ km 2/2

577

708

409000.68

... More
Providing and fixing Weep holes with CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

240

192

46200

... More
Across Chittaru River @ km 2/2

228

192

43890

... More
Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per Cl. 710.1.4 & Appendix-6 of IRC 78-2014.

-

-

-

... More
Across Gundaru River @ km 1/2

165

1184

195515.1

... More
Across Chittaru River @ km 2/2

160

1184

189590.4

... More
FILLING behind Abutments and Return walls as per Appendix 6 of IRC: 78 -2014 with filling material having Phi value more than 35° free from cohesion, including cost and conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 and Cl. 305 of MORT&H specifications (Fifth Revision).as per Appendix 6 of IRC: 78 -2014 with filling material having Phi value more than 35° free from cohesion, including cost and conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 and Cl. 305 of MORT&H specifications (Fifth Revision).

-

-

-

... More
Across Gundaru River @ km 1/2

440

675

297246.4

... More
Across Chittaru River @ km 2/2

420

675

283735.2

... More
Supply and fabrication of Fe-500 (HSD) grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 section 1009.3 & 1600 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

112

95609

10708238.24

... More
Across Chittaru River @ km 2/2

109

95609

10421410.43

... More
Supply and fabrication of Fe-240 (mild steel grade I) steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and providing to the reinforcement, 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 section 1600 of MORT&H specifications (Fifth Revision)

-

-

-

... More
Across Gundaru River @ km 1/2

4

95609

382437.08

... More
Across Chittaru River @ km 2/2

4

95609

382437.08

... More
Supply and fixing of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in safety kerb.

-

-

-

... More
Across Gundaru River @ km 1/2

207.52

419

87096.14

... More
Across Chittaru River @ km 2/2

219.52

419

92132.54

... More
WIDENING AND CONSTRUCTION OF BOX CULVERT IIN THE MAIN WORK OF FORMATION OF TENKASI BYPASS KM 0/0-3/0

-

-

-

... More
Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Box culvert and Return Wall as per section 300 of MORTH Specification (Fifth Revision-2013)

1166.22

123

143748.28

... More
Vibrated Cement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)

175.3

5991

1050338

... More
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOTTOM SLAB OF BOX CULVERT as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)

445.74

9109

4060450.7

... More
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL OF BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

374

15011

5614357.1

... More
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20 mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for TOP SLAB OF BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

357.4

10940

3909973.87

... More
Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

19.57

8265

161764.84

... More
Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of Wing/ Toe wall as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)

214.51

9368

2009714.16

... More
Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for wing wall above sill level as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

21.44

8660

185686.48

... More
Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification.

27

2498

67448.7

... More
Vibrated Cement Concrete M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER BOX CULVERT as per section 2702.2 of MORT&H Specifications(Rev-V)

641.52

709

454959.57

... More
Supply and Fabrication of steel Grade Fe-500D at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement 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. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)

79.69

95609

7619293.95

... More
Supply and Fabrication of steel Grade Fe-240 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement 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. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)

3.39

95609

324497.86

... More
Dismantling the existing RR masonry structure 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.

2

4308

8617.4

... More
FILLING behind the Box culvert and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014.

169.75

42

7273.79

... More
CONSTRUCTION OF RIVER TRAINING WORK AT KM 1/2 IN THE MAIN WORK OF FORMATION OF TENKASI BYPASS KM 0/0-3/0

-

-

-

... More
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for Foundation of River training work

130.56

123

16092.83

... More
Vibrated Cement Concrete of grade M10 Nominal Mix, 1:3:6 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Levelling course of River training work

8.16

5234

42716.46

... More
Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Footing of River training work

30.72

6731

206792.29

... More
Vibrated Cement ConcreteM20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Stem of River training work (below sill level)

59.66

7036

419794.61

... More
Vibrated Cement ConcreteM20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Stem of River training work (above sill level)

75.02

8498

637536.46

... More
Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the River training work

47.6

192

9163

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

-

-

-

... More
Sub Total Amount for above all items (excluding GST)

1

266748355

-

... More
GST 18% for above SubTotal Amount

1

48014704

48014704

... More
Total in Figures (SubTotal + GST)

-

-

314763059.52



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