National Bank For Agriculture And Rural Development Tender

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National Bank For Agriculture And Rural Development - NABARD Tender

Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2023
Closing Date23 Jan 2023
Tender Amount₹ 5,97,70,000 
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

2640

14652

5.55

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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-A

1225.51

1706657

1392.61

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Road-C

203.64

281799

1383.81

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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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-

-

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Road-A

2723.33

51334

18.85

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Road-B

1417.47

26719

18.85

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Road-C

3260

61451

18.85

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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

2042.51

3642428

1783.31

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Road-B

1072.73

1913010

1783.31

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Road-C

1467.05

2616204

1783.31

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

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-

-

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Road-A

8170

638812

78.19

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Road-B

4290.87

335503

78.19

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Road-C

9780

764698

78.19

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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

8170

151798

18.58

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Road-B

4290.87

79724

18.58

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Road-C

9780

181712

18.58

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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

408.51

3501657

8571.78

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Road-B

215.49

1847132

8571.78

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Road-C

490.91

4207972

8571.78

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

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-

-

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Road-A

245.11

2796803

11410.4

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Road-B

128.73

1468860

11410.4

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Road-C

293.45

3348381

11410.4

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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

1353

289609

214.05

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Road-B

739.2

158225

214.05

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Road-C

1920.6

411104

214.05

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Providing R.C.C M15 grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804

-

-

-

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Road-A

2

1812

906

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Road-B

1

906

906

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Road-C

2

1812

906

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Providing R.C.C M15 grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804

-

-

-

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Road-A

9

2304

256

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Road-B

4

1024

256

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Road-C

10

2560

256

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FOR CROSS DRAINAGE WORKS- BOX CULVERT

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-

-

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Dismantling the existing RR masonry salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202

-

-

-

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Road-C

6.4

1561

244

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Dismantling the existing Plain Cement concrete Pavements salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., complete as per MORTH Vth Revision 111,112,202

-

-

-

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Road-B

25.2

10558

419

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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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-

-

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Road-B

49.62

5272

106.25

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Road-C

16.34

1736

106.25

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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-B

182.7

38823

212.5

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Road-C

51.49

10941

212.5

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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-B

23.09

126810

5492

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Road-C

5.29

29216

5523

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Cement concrete of Grade M 10 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting,curing concrete, working at depths , Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds cofferdams, shoring, strutting etc; complete as per relevant standard specification , for LEVELLING COURSE BELOW APRON FLOORING AS PER Sections 2100 of MORT&H Specifications (Fifth Revision).

-

-

-

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Road-B

6.97

33518

4809

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Vibrated cement concrete of grade M20, (Nominal Mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, with all leads for potable water, including all other incidental charges etc; complete as per relevant standard specifications, for Apron curtain wall as per Sections 1500 & 1700 of MORT&H

-

-

-

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Road-B

28.49

384501

13496

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Vibrated cement concrete of grade M20, (Nominal Mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, with all leads for potable water, including all other incidental charges etc; complete as per relevant standard specifications, for Apron Flooring as per Sections 1500 & 1700 of MORT&H

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-

-

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Road-B

18.36

104156

5673

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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 for RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.

-

-

-

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Road-B

43.26

281190

6500

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Road-C

21.34

141377

6625

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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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Road-B

49.74

388270

7806

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Road-C

33.05

259012

7837

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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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Road-B

147.26

1386011

9412

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Road-C

31.26

328792

10518

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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-B

7.08

68527

9679

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Road-C

1.17

11739

10034

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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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Road-B

133.05

88185

662.8

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Road-C

19.5

12776

655.2

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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-B

12.45

1161086

93230

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Road-C

2.4

223752

93230

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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 MORT&H Vth Revision 2700

-

-

-

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Road-B

24

4260

177.5

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Road-C

8

1420

177.5

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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-B

5.86

1174

200.45

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Road-C

15.18

3042

200.45

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

-

-

-

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Road-B

243.75

52174

214.05

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Road-C

390

83479

214.05

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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.

-

-

-

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Road-A

294

62475

212.5

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Road-C

912.66

193940

212.5

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

-

-

-

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Road-A

232.26

1573162

6773.28

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Road-C

742.39

4858036

6543.78

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

-

-

-

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Road-A

147.98

1250852

8452.85

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Road-C

627.37

4998727

7967.75

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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 MORT&H Vth Revision 2700

-

-

-

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Road-A

272

48280

177.5

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Road-C

718

127445

177.5

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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

18.9

188742

9986.35

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Road-C

49.96

497804

9964.07

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

-

-

-

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Road-A

209.3

7733

36.95

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Road-C

831.04

30706

36.95

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CONSTRUCTION OF BREAST WALL

-

-

-

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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

118.8

25245

212.5

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

-

-

-

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Road-A

84.81

600624

7082

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

-

-

-

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Road-A

44.14

409972

9288

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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

-

50645304.04

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GST 18% for above SubTotal Amount

1

9116154

9116154.73

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Total in Figures (SubTotal + GST)

-

59761458

-



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