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 Date11 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 3,79,10,000 
Notes
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Class Of Bidder
Bid Capacity
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Assessed available bid capacity = (A x N x 2-B)
Technical Capacity
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The required prior work experience for the bidder includes experience in Mechanised granular pavement construction, construction of asphaltic overlays, and construction of Bridge Works, including those with Open Foundations. The bidder should demonstrate experience in similar nature of work, including minimum quantities of works completed in any one year during the last five years, such as: - Earth work: 1498 cum - GSB: 205 cum - WMM / WBM: 1032 cum - BM / DBM: 303 cum - BC/ SDBC/ CGPC / PCSC: 182 cum - CC / VCC / VRCC: 158 cum The bidder should have successfully completed at least one contract (Highway road and/or Bridge works / Airport contract) at least 40% of the value of the proposed contract in any one year within the last five years, with a value of Rs.151.64 Lakhs. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs.151.64 Lakhs, over the last five years. No specific percentage of similar works completed is mentioned, but the bidder should have completed works of significant value, with the bid capacity being more than Rs. 379.10 Lakhs. The bidder should provide details of the value of similar works completed, including the amount and percentage, if applicable. The bidder should have a minimum of four months of experience in completing similar works, with a completion time of four months for the entire work. The bidder should have experience in using heavy earthmoving equipment and quality control in compaction of soils, mechanized granular pavement construction, construction of asphaltic overlays, and construction of bridge works, including those with open foundations. The bidder should also provide details of their annual turnover for the last five years, with a minimum turnover of Rs. 75.00 Lakhs and above in the Highways Department in the Government of Tamil Nadu.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORTH Vth Revision 111, 112, 202, 303.4.3, 501

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-

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Road-A

2520.03

21

55037.46

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Road-B

1520.43

21

33206.19

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for BOX CUTTING WIDENING PORTION as per MORTH Vth revision 111, 112, 301, 305 & 900

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-

-

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Road-A

1132.51

123

139593.18

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Road-B

682.69

123

84148.37

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Refilling with available excavated earth for filling in layers, not exceeding limits including watering, tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications for box cutting portion as per MORTH Vth Rev., 305 & 2907

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-

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Road-A

661

42

28323.85

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Road-B

398.24

42

17064.58

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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORTH Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900

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-

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Road-A

283.82

3400

965215.06

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Road-B

172.71

3453

596471.26

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Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH Vth Revision 111, 112, 406, 900

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-

-

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Road-A

1607.02

3497

5619877.5

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Road-B

972.03

3497

3399266.67

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Providing and laying of Prime coat using Emulsion bitumen (SS1) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 502, 900

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-

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Road-A

9452.13

84

795396.74

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Road-B

5712.62

84

480716.97

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Providing and laying of tack coat using Emulsion bitumen (RS1) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORTH Vth Revision 111, 112, 501, 503, 900

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-

-

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Road-A

9452.13

19

187057.65

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Road-B

5712.62

19

113052.75

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Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk (VG 30) bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900

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-

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Road-A

472.61

10553

4987670.73

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Road-B

285.63

10553

3014384.78

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Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORTH Vth Revision 111, 112, 501 507 900

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-

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Road-A

283.56

13276

3764585.09

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Road-B

171.38

13276

2275266.59

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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for making up low berms as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

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-

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Road-A

686.35

238

163371.89

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Road-B

415.07

238

98799.11

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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.

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-

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Road-A

10

574

5746.5

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Road-B

9

574

5171.85

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Supply and fixing of KM 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.

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-

-

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Road-A

2

2197

4394

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Road-B

2

2197

4394

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CONSTRUCTION OF BOX CULVERTS

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-

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Dismantling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202

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-

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Road-A

2.03

486

986.99

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Road-B

6.09

486

2960.96

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Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORTH Vth Revision 111, 112, 202

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-

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Road-A

4.84

283

1370.4

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Road-B

14.52

283

4111.19

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304.

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-

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Road-A

57.28

246

14120.67

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Road-B

171.84

246

42362

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Plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision 1000, 1500, 1700, 2100.

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-

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Road-A

4.26

7528

32069.28

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Road-B

12.78

7546

96437.88

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Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm and 12mm ISS HBG graded metal including cost and conveyance of all materials to work site,, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT BASE SLAB, SIDE WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.

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-

-

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Road-A

24.89

13232

329344.48

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Road-B

74.67

12719

949727.73

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Supply and fabrication of steel grade Fe-500 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,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 MORTH Vth Revision 1000, 1600.

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-

-

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Road-A

1.92

95609

183569.8

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Road-B

5.76

95609

550709.4

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Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Vth Revision 1500, 1600, 1700, 2702.2

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-

-

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Road-A

15.75

835

13157.55

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Road-B

47.25

836

39538.8

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Filling the trench with Gravel 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 for water and all other incidental charges etc., complete for Box culvert, Side wall as per MORTH V Revision 304

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-

-

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Road-A

12.92

1419

18333.48

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Road-B

38.76

1434

55581.84

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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

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Road-A

34.54

8700

300498

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Road-B

103.62

8718

903359.16

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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.

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-

-

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Road-A

33.61

10279

345477.19

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Road-B

100.83

10297

1038246.51

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH Vth Revision 2700

-

-

-

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Road-A

7.2

192

1386

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Road-B

21.6

192

4158

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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORTH Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORTH Vth Revision 111, 112, 401, 900

-

-

-

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Road-A

14.06

3400

47815.25

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Road-B

42.18

3453

145672.85

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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Diversion Road as per MORTH Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

-

-

-

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Road-A

150

238

35704.5

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Road-B

450

238

107113.5

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

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-

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Sub Total Amount for above all items (excluding GST)

1

32123664

-

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GST 18% for above SubTotal Amount

1

5782259

5782259.62

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Total in Figures (SubTotal + GST)

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-

37905924.19



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