National Bank For Agriculture And Rural Development Tender

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National Bank For Agriculture And Rural Development - NABARD Tender

Eprocure
Opening Date2 Nov 2019
Closing Date29 Nov 2019
Tender Amount₹ 7,93,00,000 
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BOQ Items

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DO_NOT_SHOW

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

6030

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3.9

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

19680

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3.9

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Picking the existing BT surface 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

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-

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

1812.5

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12.99

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

3707.5

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12.99

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

3833.5

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12.99

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

10005.41

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12.99

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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 worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900).

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

1237.13

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1446.33

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Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900).

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

1359.38

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1654.33

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

2780.63

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1654.33

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

2875.12

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1750.32

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

7504.05

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1750.32

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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

5437.5

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62.66

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

11122.5

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62.65

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

11500.5

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62.67

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

30016.23

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62.68

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

5437.5

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12.42

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

11122.5

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12.41

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

11500.5

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12.42

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

30016.23

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12.43

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared cement concrete surface cleaned with mechanical broom as per clause 503 -(Specification Number as per MORTH Rev.V 111,112,503,900).

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

54.12

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14.11

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Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

271.88

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6397.26

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

556.13

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6397.26

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

575.02

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6501.4

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

1500.81

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6501.4

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Bituminous Concrete 30mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading II.(Specification Number as per MORTH Rev.V 111,112,507,900).

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

163.13

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8322.13

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

333.68

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8322.13

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

345.01

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8425.43

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

900.47

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8425.43

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Bituminous Concrete 50mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading I. over culvert portion (Specification Number as per MORTH Rev.V 111,112,507,900).

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

2.71

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8139.32

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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Berms using Carted Earth with an average lead of 1Km MORTH Rev. V

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

1794.38

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141.09

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

3670.43

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141.09

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

3803.76

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141.09

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

9792.94

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141.09

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Providing RCC M 15 grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete

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-

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

1

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906

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

2

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906

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

3

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906

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

8

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906

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Providing RCC M 15 grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting, printing etc., complete

-

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-

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Upgradation of ESI Colony Road to Kalangaperi Road km 0/0 - 1/230

5

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256

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

12

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256

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

12

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256

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Upgradation of Rajapalayam - Vembakottai - Guganparai Road Via Keelamarainadu Km 5/2 - 13/4

33

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256

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Sub estimate for Pipe Culvert

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Earthwork excavationin 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 Pipe culvert

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

82.37

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146.2

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Plain Cement concrete 1:2:4 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for FOUNDATION for Pipe culvert.

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

9.5

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4757.25

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Vibrated Cement Concrete of 1:2:4 (Nominal Mix) using 40 mm ISS size 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 charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (below sill)

-

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

53.84

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5946.3

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Vibrated Cement Concrete of 1:2:4 (Nominal Mix) using 40 mm ISS size 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 charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL for Pipe culvert (above sill)

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

47.87

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6793.2

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Supply of NP3 class RCC (1000mm dia) Pipes supplied by the Contractor at his own cost and risk specified below confirming to IS 458 / 2003 including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete, as per MORTH Specification.

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

22.5

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3700

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Hoisting of NP3 class RCC (1000mm dia) Pipes supplied by the Contractor at his own cost and risk specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, as directed by the departmental officers etc., complete, as per MORTH Specification.

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

22.5

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197

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Gravel Filling in between body wall with clean good gritty gravel including cost and conveyance to the 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. for Pipe culvert

-

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-

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Upgradation of Ramasamipuram to Pooriparaikulam Road km 0/0 - 2/966

36.23

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276.3

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Sub estimate for Box Culvert

-

-

-

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Earthwork excavationin 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

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

70.71

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73.1

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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 FOOTING FOR WING WALL AND BOX CULVERT

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

50.63

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5441.12

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Vibrated Cement Concrete of grade M15 (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

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

56.67

-

7072.49

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Vibrated Reinforced Cement Concrete of M30 (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 BOX CULVERT BASE SLAB

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

12.83

-

7511.24

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Vibrated Reinforced Cement Concrete of M30 (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 BOX CULVERT SIDE WALL

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

18

-

11644.28

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Providing and Fixing 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

16

-

172.8

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Vibrated Reinforced Cement Concrete of M30 (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 BOX CULVERT DECK SLAB

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

12.83

-

9872.64

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Supply and Fabrication of steel Grade Fe-500 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, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete, for BOX CULVERT

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

5.318

-

69849.37

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Earthwork for sub grade, shoulders and backfills in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per SS 20B for making up embankments for fomation of Diversion road using carted earth with an average lead of 5 km (97% compaction)

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

653.25

-

141.09

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Sub estimate for Construction of Retaining wall

-

-

-

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Earthwork excavationin 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 Retaining wall

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

42.3

-

146.2

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Vibrated Cement Concrete 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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for FOOTING OF PCC RETAINING WALL

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

21.15

-

5039.7

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Vibrated Cement Concrete 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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for PCC RETAINING WALL (Below sill)

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

15.03

-

5833.6

... More
Vibrated Cement Concrete 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 form work, soft water labour charges for mixing, transporting, laying and curing, concrete hire charges for all tools and plants and complete as per standard specification for PCC RETAINING WALL (Above sill)

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

69.3

-

6782.19

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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

-

-

-

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Upgradation of Sattur - Thiruvengatapuram Road to E.T.Reddiyapatti upto union limit km 0/0 - 3/4

56

-

172.8

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

-

-

-

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Sub Total Amount for above all items (excluding GST)

1

-

-

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GST 12% for above SubTotal Amount

1

-

-

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Total in Figures (SubTotal + GST)

-

-

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