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 Date13 Jan 2024
Closing Date31 Jan 2024
Tender Amount₹ 4,26,63,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete(Specification Number as per MORTH Rev.V 111,112,502,900)

13957

1042867

74.72

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Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5..(Specification Number as per MORTH Rev.V 111,112,503,900).

13957

232802

16.68

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Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.20-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP.(Specification Number as per MORTH Rev.V 111,112,504,900).

698

5416103

7759.46

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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).

419

4177618

9970.45

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Excavation for Roadway: Carted earth including cost and conveyance an average lead of 2 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as direted by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specification as per MORTH Vth rev 304,305.

3335

603668

181.01

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Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)

3

2718

906

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Providing RCC 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 specification No.805).

16

4096

256

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Provision for Scheme Board Direction and Place Identification signs - Type IV. 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 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour 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 co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year 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 0.9 qm) TYPE -IV

1.08

12749

11805

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SUB ESTIMATE - Box Culvert Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, 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 MORTH No.111,112,304.

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103.5

28369

274.1

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Box Culvert Single vent (2mx1.5m) at Km 1/2

51.75

14184

274.1

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Box Culvert Single vent (2mx1.5m) at Km 2/2

51.75

14184

274.1

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

103.5

28369

274.1

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

243.31

66691

274.1

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Providing Plain Cement Concrete of grade M15 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Base Course (Without Centering).MORTH No.1000,1500,1700,2100,2200

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

12.4

72817

5872.35

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Box Culvert Single vent (2mx1.5m) at Km 1/2

6.2

36408

5872.35

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Box Culvert Single vent (2mx1.5m) at Km 2/2

6.2

36325

5858.9

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

12.4

72483

5845.46

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

17.69

103643

5858.9

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Providing Vibrated Cement Concrete M20 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Wing wall and Parapet Wall (With Centering).MORTH No.1000,1500,1700,2100,2200

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-

-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

47.96

385572

8039.47

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Box Culvert Single vent (2mx1.5m) at Km 1/2

23.98

192786

8039.47

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Box Culvert Single vent (2mx1.5m) at Km 2/2

23.98

192464

8026.03

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

47.96

384283

8012.58

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

85.78

644015

7507.76

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Vibrated Reinforced Cement Concrete of grade M25 using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT. MORTH No.1000,1500,1700,2200,2300

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

76.1

852713

11205.17

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Box Culvert Single vent (2mx1.5m) at Km 1/2

38

425796

11205.17

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Box Culvert Single vent (2mx1.5m) at Km 2/2

38

425285

11191.72

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

76.1

850666

11178.27

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

172.06

1741704

10122.66

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Vibrated Reinforced Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.MORTH No.1000,1500,1700,2702

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-

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

97.73

68265

698.51

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Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications. as per clause No.1600

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

5.04

477813

94804.27

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Box Culvert Single vent (2mx1.5m) at Km 1/2

2.52

238906

94804.27

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Box Culvert Single vent (2mx1.5m) at Km 2/2

2.52

238906

94804.27

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

5.04

477813

94804.27

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

13.43

1273410

94804.27

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Providing and fixing of 100mm dia PVC SEEPAGE pipes required length for abutment and wing including cost and conveyance of all material to worksite, cost and labour for 110mm dia semi spherical backfill arrangements with 100mm broken graniate chips at the periphery and labour charges for fixing etc., complete to drain the backfill -1 No in wing wall and Outer Wall of Box Culvert MORTH 2706

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-

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

7.2

1278

177.5

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Providing and fixing of G.I Drianage Spout of 100mm dia as per GO Drawing no SD 205 with Granting arrangements at top as shown in the Drawing and 100mm Drainage Spout, Projected at least 300mm dia beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete, MORTH 2705

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-

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

6

13626

2271

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Dismantling of Cut Stone Culvert Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Cut-Stone masonry in lime mortor walls under 3m high etc., complete MORTH 111,112,202

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

0.48

223

466.3

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Box Culvert Single vent (2mx1.5m) at Km 1/2

0.24

111

466.3

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Box Culvert Single vent (2mx1.5m) at Km 2/2

0.24

111

466.3

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

0.48

223

466.3

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

38

17719

466.3

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Dismantling, Clearing away and carefully stacking materials useful for re use for any thickness of walls in Brick/Stone masonry in lime mortor walls under 3m high etc., complete, MORTH 111,112,202

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

43.26

9084

210

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Box Culvert Single vent (2mx1.5m) at Km 1/2

21.63

4542

210

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Box Culvert Single vent (2mx1.5m) at Km 2/2

21.63

4542

210

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

43.26

9084

210

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

22

4620

210

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Dismantling, Clearing away and carefully stacking materials useful for re use of Cement Mortor under 3 m height, MORTH 111,112,202

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

0.9

231

257.4

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Box Culvert Single vent (2mx1.5m) at Km 1/2

0.45

115

257.4

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Box Culvert Single vent (2mx1.5m) at Km 2/2

0.45

115

257.4

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

0.9

231

257.4

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

5

1287

257.4

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Excavation Including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specification and the lines, grades and cross sections shown in the drawing or as indicated by the Engineer for Carted Earth with a lead of 1 km for formation of Diversion Road, MORTH 111,112,304

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

435

78739

181.01

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Box Culvert Single vent (2mx1.5m) at Km 1/2

217.5

39369

181.01

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Box Culvert Single vent (2mx1.5m) at Km 2/2

217.5

39369

181.01

... More
Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

435

78739

181.01

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

435

78739

181.01

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Granular Sub-base Grade V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., complete as per clause 401 ) - For Grading- V Material.MORTH 111,112,401,900

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-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

33.76

54476

1613.63

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Box Culvert Single vent (2mx1.5m) at Km 1/2

16.88

27238

1613.63

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Box Culvert Single vent (2mx1.5m) at Km 2/2

16.88

27238

1613.63

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

33.76

54476

1613.63

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

29

46795

1613.63

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each and 150mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5.l.

-

-

-

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Box Culvert Single vent (2mx1.5m) at Km 0/8,0/10

56.26

102996

1830.73

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Box Culvert Single vent (2mx1.5m) at Km 1/2

28.13

51498

1830.73

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Box Culvert Single vent (2mx1.5m) at Km 2/2

28.13

51498

1830.73

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Box Culvert Single vent (2mx1.5m) at Km 3/2,3/10

56.26

102996

1830.73

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Box Culvert Triple cell (3.0mx3.0m) at Km 2/6

47

86044

1830.73

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CC Pavement : Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for Cut off wall,MORTH 111,112,304

69

7731

112.05

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Granular Sub-base Grade V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., complete as per clause 401 ) - For Grading- V Material.MORTH 111,112,401,900

184

296907

1613.63

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Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement.MORTH 1000,1500,1700,2100,2200

123

638143

5188.16

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Vibrated Cement Concrete of Grade M20 using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, as per relevant standard specifications for cut off wall.MORTH 1000,1500,1700,2200,2300

108

882804

8174.12

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Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement.MORTH 602

344

2512662

7304.25

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Supply and fabrication of Steel FE 500 including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire.MORTH 1600

2.2

208569

94804.27

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Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete.

1375

13750

10

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Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification.MORTH 602

130

2600

20

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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

-

36154705.12

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GST 18% for above SubTotal Amount

1

6507846

6507846.92

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Total in Figures (SubTotal + GST)

-

42662552

-



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