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 Date7 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 5,46,30,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Road-C

1501.2

9667

6.44

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Road-D

2308.8

14868

6.44

... More
Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORT & H 111, 112, 202, 303.4.3, 501

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-

-

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Road-A

1309.87

28607

21.84

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Road-B

1757.08

38374

21.84

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Road-C

1690.87

36928

21.84

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Road-D

3030.42

66184

21.84

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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H 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 MORT&H Vth Revision 111, 112, 401, 900

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-

-

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Road-C

56.25

128392

2282.54

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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 MORT&H Vth Revision 111, 112, 406, 900

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-

-

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Road-A

776.55

1727769

2224.93

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Road-B

790.69

1872013

2367.57

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Road-C

1361.91

3224417

2367.57

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Road-D

1363.69

3228631

2367.57

... More
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 MORT&H Vth Revision 111, 112, 501, 502, 900

-

-

-

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Road-A

3929.62

320814

81.64

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Road-B

5271.24

430291

81.63

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Road-C

5447.62

444634

81.62

... More
Road-D

9091.25

741755

81.59

... More
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 MORT&H Vth Revision 111, 112, 501, 503, 900

-

-

-

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Road-A

3929.62

73955

18.82

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Road-B

5271.24

99204

18.82

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Road-C

5447.62

102524

18.82

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Road-D

9091.25

171006

18.81

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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

196.49

1707922

8692.16

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Road-B

263.57

2330180

8840.84

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Road-C

272.39

2408156

8840.84

... More
Road-D

454.57

4018780

8840.84

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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 MORT & H Vth Revision 111, 112, 501 507 900

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-

-

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Road-A

117.89

1296949

11001.35

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Road-B

158.14

1762388

11144.48

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Road-C

163.43

1821342

11144.48

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Road-D

272.74

3039545

11144.48

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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 MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

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-

-

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Road-A

447.6

122355

273.36

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Road-B

621

169756

273.36

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Road-C

859.2

234870

273.36

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Road-D

1039.6

284185

273.36

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Providing and erecting direction and place identification retro reflectorised sign made out of high intensity prismatic grade sheeting confirming to Type IV standards of IRC 67: 2012 and ASTM D 4956-09 specification and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3mm mild steel angle and supported on a mild steel angle post 75 x 75x 6 mm with clear height of not less than 2.10 m from the ground level to the bottom of sign board and 0.6 m below ground level. The sign post should be painted asper IRC 67-2012 and firmly fixed to the grond by meand of properly designed foundation with M15 grade CC 45 cmx45cmx60 cm size including cost and conveyance of all materials equipment,machinary andlabour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge . High intensity retro reflectro sheet shall consist of minimum coefficent as per table 6.6 of IRC 67 2012. the retro reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 ( as per MORT&H specification No.801 (for sign having area more than 0.90 Sqm) Type - IV

-

-

-

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Road-A

2.16

25498

11805

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Road-B

2.16

25498

11805

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Road-C

2.16

25498

11805

... More
Road-D

2.16

25498

11805

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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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Road-A

5

2873

574.65

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Road-B

6

3447

574.65

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Road-C

6

3447

574.65

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Road-D

10

5746

574.65

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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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Road-A

1

2197

2197

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Road-B

1

2197

2197

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Road-C

1

2197

2197

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Road-D

2

4394

2197

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FOR CROSS DRAINAGE WORKS- BOX CULVERT

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-

-

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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 MORT&H Vth Revision 111, 112, 202

-

-

-

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Road-A

15.9

4501

283.14

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Road-C

47.7

13505

283.14

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Road-D

15.9

4501

283.14

... More
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 DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.

-

-

-

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Road-A

14.19

1749

123.26

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Road-C

42.57

5247

123.26

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Road-D

20.13

2481

123.26

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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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Road-A

40.65

10021

246.52

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Road-C

55.34

13642

246.52

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Road-D

48.37

11924

246.52

... More
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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Road-A

4.26

25444

5973

... More
Road-C

12.77

76683

6005

... More
Road-D

6.04

36874

6105

... More
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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Road-A

24.81

290574

11712

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Road-C

66.84

760171

11373

... More
Road-D

35.43

417648

11788

... More
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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Road-A

1.87

178311

95609.27

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Road-C

5.12

489041

95609.27

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Road-D

2.62

250496

95609.27

... More
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 MORT&H Vth Revision 1500, 1600, 1700, 2702.2

-

-

-

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Road-A

15.75

11289

716.8

... More
Road-C

47.25

33982

719.2

... More
Road-D

23.31

16941

726.8

... More
Vibrated 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 PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

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Road-A

0.95

10484

11036

... More
Road-C

2.84

31484

11086

... More
Road-D

0.95

10609

11168

... More
Filling the trench with Carted earth 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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Road-A

13.27

2986

225.06

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Road-C

34.47

7757

225.06

... More
Road-D

21.6

4861

225.06

... More
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

17.93

132305

7379

... More
Road-D

17.93

134672

7511

... More
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.

-

-

-

... More
Road-A

19.06

173560

9106

... More
Road-D

19.06

176057

9237

... More
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 MORT&H Vth Revision 2700

-

-

-

... More
Road-A

16

3080

192.5

... More
Road-D

16

3080

192.5

... More
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 MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

-

-

-

... More
Road-A

120

32803

273.36

... More
Road-C

585

159915

273.36

... More
Road-D

180

49204

273.36

... More
FOR CROSS DRAINAGE WORKS- LOAD BEARING DRAIN

-

-

-

... More
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 MORT&H Vth Revision 111, 112, 202

-

-

-

... More
Road-B

10.08

2854

283.14

... More
Road-C

5.04

1427

283.14

... More
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.

-

-

-

... More
Road-B

20.12

4959

246.52

... More
Road-C

10.06

2479

246.52

... More
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.

-

-

-

... More
Road-B

3.1

18665

6021

... More
Road-C

1.55

9307

6005

... More
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 LOAD BEARING DRAIN BASE SLAB, SIDE WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

... More
Road-B

16.8

240777

14332

... More
Road-C

8.4

119863

14269.46

... More
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.

-

-

-

... More
Road-B

1.06

101345

95609.27

... More
Road-C

0.53

50672

95609.27

... More
Vibrated 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 PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

... More
Road-B

41.86

513705

12272

... More
Road-C

0.68

7759

11411

... More
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 MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

-

-

-

... More
Road-B

360

98409

273.36

... More
Road-C

180

49204

273.36

... More
CONSTRUCTION OF RETAINING WALL

-

-

-

... More
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.

-

-

-

... More
Road-C

159.96

39433

246.52

... More
Road-D

540

133120

246.52

... More
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 BASE SLAB AND BODY WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

... More
Road-C

123.58

850230

6880

... More
Road-D

439.56

3007469

6842

... More
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 BODY WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

... More
Road-C

97.92

835845

8536

... More
Road-D

520.92

4203824

8070

... More
Vibrated 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 PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

... More
Road-C

4.46

49648

11132

... More
Road-D

12.16

136763

11247

... More
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 MORT&H Vth Revision 2700

-

-

-

... More
Road-C

128.52

24740

192.5

... More
Road-D

515.27

99189

192.5

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

-

-

-

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

1

-

46289205.16

... More
GST 18% for above SubTotal Amount

1

8332056

8332056.93

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

-

54621262

-



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