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₹ 5,68,30,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Road-C

1350

8694

6.44

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Road-D

900

5796

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-B

1562.5

34125

21.84

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Road-C

376.98

8233

21.84

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Road-D

768.75

16789

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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Road-A

887.65

1774243

1998.81

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Road-C

505.7

1010798

1998.81

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Road-D

168.75

337299

1998.81

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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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Road-A

1479.39

3330905

2251.54

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Road-B

703.12

1583102

2251.54

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Road-C

1125.57

2534265

2251.54

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Road-D

857.81

1931393

2251.54

... 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

5917.62

483469

81.7

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Road-B

4687.5

382968

81.7

... More
Road-C

4502.26

367834

81.7

... More
Road-D

3431.25

280333

81.7

... 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

5917.62

111487

18.84

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Road-B

4687.5

88312

18.84

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Road-C

4502.26

84822

18.84

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Road-D

3431.25

64644

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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Road-A

295.88

2583381

8731.18

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Road-B

234.37

2046326

8731.18

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Road-C

225.12

1965563

8731.18

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Road-D

171.56

1497921

8731.18

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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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Road-A

177.52

1961104

11047.23

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Road-B

140.62

1553461

11047.23

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Road-C

135.07

1492149

11047.23

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Road-D

102.94

1137201

11047.23

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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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Road-A

1296

354274

273.36

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Road-B

552

150894

273.36

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Road-C

933

255044

273.36

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Road-D

636

173856

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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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

7

4022

574.65

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Road-B

5

2873

574.65

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Road-C

5

2873

574.65

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Road-D

4

2298

574.65

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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

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

1

2197

2197

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FOR CROSS DRAINAGE WORKS- BOX CULVERT

-

-

-

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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-A

35.14

9949

283.14

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Road-C

46.7

13222

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

46.84

5773

123.26

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Road-C

50.22

6190

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 OF BOX CULVERT as per MORTH Vth Revision 304.

-

-

-

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Road-A

99.72

24582

246.52

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Road-C

124.92

30795

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

15.13

91748

6064

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Road-C

16.21

98410

6071

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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-A

109.43

1188096

10857.14

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Road-C

125.13

1410401

11271.49

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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

7.04

672898

95609.27

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Road-C

7.51

718025

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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Road-A

67.32

48719

723.7

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Road-C

66.6

48230

724.18

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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

4.15

44244

10661.27

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Road-C

4

42756

10689.06

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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

22.26

5009

225.06

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Road-C

56.27

12664

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

20.8

153628

7386

... More
Road-C

40.97

300829

7342.68

... 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

26.97

242190

8980

... More
Road-C

71.93

627995

8730.65

... 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

16

3080

192.5

... More
Road-C

32

6160

192.5

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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 Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

-

-

-

... More
Road-A

375

102510

273.36

... More
Road-C

375

102510

273.36

... More
CONSTRUCTION OF RETAINING 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.

-

-

-

... More
Road-A

180.6

44521

246.52

... More
Road-B

451.5

111303

246.52

... More
Road-D

279

68779

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

137.76

987325

7167

... More
Road-B

344.41

2462531

7150

... More
Road-D

226.35

1556382

6876

... 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

137.55

1239875

9014

... More
Road-B

359.11

3222653

8974

... More
Road-D

249.38

2066113

8285

... 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

7.29

81713

11209

... More
Road-B

17.83

199571

11193

... More
Road-D

7.7

86201

11195

... 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

92.46

17798

192.5

... More
Road-B

231.82

44625

192.5

... More
Road-D

107.31

20657

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.

-

-

-

... More
Road-D

187.5

184068

981.7

... 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

-

48158353.42

... More
GST 18% for above SubTotal Amount

1

8668503

8668503.62

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

-

56826857

-



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