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₹ 5,29,50,000 
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

3606

23222

6.44

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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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Road-A

1249.78

27295

21.84

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Road-B

1335.92

29176

21.84

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Road-C

343.75

7507

21.84

... More
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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Road-A

28.13

56255

1999.84

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Road-B

28.13

49848

1772.09

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Road-C

1133.27

2266358

1999.84

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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

937.32

2073005

2211.63

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Road-B

1001.94

2075578

2071.56

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Road-C

3090.99

6836126

2211.63

... 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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-

-

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Road-A

3749.25

306351

81.71

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Road-B

4007.75

327353

81.68

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Road-C

12363.89

1010129

81.7

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

-

-

-

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Road-A

3749.25

70673

18.85

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Road-B

4007.75

75506

18.84

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Road-C

12363.89

232935

18.84

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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

187.48

1628496

8686.24

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Road-B

200.4

1709572

8530.8

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Road-C

618.22

5370007

8686.24

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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

112.48

1237448

11001.5

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Road-B

120.22

1303761

10844.8

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Road-C

370.91

4080566

11001.5

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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

764.52

208989

273.36

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Road-B

691.61

189058

273.36

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Road-C

3054.97

835106

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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-

-

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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

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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

4

2298

574.65

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Road-B

4

2298

574.65

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Road-C

14

8045

574.65

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Supply and fixing of Kilometre stone of standard design and drawing as per IRC :8-1980 (Second revision), including painting and numbering etc., and all other incidental charges etc complete.

-

-

-

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Road-A

1

2197

2197

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Road-B

1

2197

2197

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Road-C

3

6591

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

6.4

1812

283.14

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

-

-

-

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Road-A

14.63

1803

123.26

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Road-B

12.71

1566

123.26

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Road-C

23.18

2857

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

46.27

11406

246.52

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Road-B

34.22

8435

246.52

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Road-C

54.86

13524

246.52

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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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Road-A

4.78

29674

6208

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Road-B

4.15

24592

5926

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Road-C

7.34

45742

6232

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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

29.35

340665

11607

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Road-B

25.84

297108

11498

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Road-C

44.27

515125

11636

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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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Road-A

2.16

206707

95609.27

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Road-B

2.05

195616

95609.27

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Road-C

3.01

287783

95609.27

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

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-

-

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Road-A

17.16

12607

734.7

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Road-B

13.86

9884

713.2

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Road-C

28.86

21255

736.5

... 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

1.17

13017

11126

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Road-B

0.95

10436

10986

... More
Road-C

1.17

13040

11146

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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

12.99

2923

225.06

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Road-B

13.34

3002

225.06

... More
Road-C

20.09

4521

225.06

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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

17.93

136536

7615

... More
Road-B

10.76

80775

7507

... More
Road-C

16.04

122208

7619

... 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.

-

-

-

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Road-A

18.81

175628

9337

... More
Road-B

12.54

115694

9226

... More
Road-C

17.23

159739

9271

... 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

-

-

-

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Road-A

12

2310

192.5

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Road-B

8

1540

192.5

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Road-C

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

195

53305

273.36

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Road-B

195

53305

273.36

... More
Road-C

195

53305

273.36

... More
CONSTRUCTION OF RETAINING WALL

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-

-

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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.

-

-

-

... More
Road-A

220.5

54357

246.52

... More
Road-B

126

31061

246.52

... More
Road-C

388.8

95846

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-A

173.73

1300890

7488

... More
Road-B

99.27

715935

7212

... More
Road-C

308.62

2293528

7431.56

... 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-A

110.99

979264

8823

... More
Road-B

63.84

576283

9027

... More
Road-C

210.6

1936045

9193

... More
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 between Retaining wall and road as per MORTH Vth Rev., 305 & 2907

-

-

-

... More
Road-A

156.98

6726

42.85

... More
Road-B

93.84

4021

42.85

... More
Road-C

291.6

12495

42.85

... 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-A

8.1

75176

9281

... More
Road-B

8.1

87058

10748

... More
Road-C

21.61

241769

11187.85

... 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

46

8855

192.5

... More
Road-B

56

10780

192.5

... More
Road-C

172

33110

192.5

... More
Providing cement concrete pavement with cement concrete M20 (1:1.5:3) mix using 66.67% of 40mm and 33.33% of 20mm IRC size HBG metal respectively including cost and conveyance of all materials to site including cost of cement including handling charges for the same at both ends mixing laying compacting watering and curing concrete including all leads for good water including hire charges for T&P including cost of premould expansion joints and fixing the same in position and all other incidental charges such as cost of from work and labour therefore etc., complete for cement concrete pavement of 100mm thick for Causeway as per MORTH V Revision 1000, 1500, 1700, 2700.

-

-

-

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Road-C

1228.13

1227638

999.6

... 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

-

44867288.22

... More
GST 18% for above SubTotal Amount

1

8076111

8076111.88

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

-

52943400

-



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