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 Date9 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 3,91,35,000 
Notes
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Costs

Description

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BOQ Items

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Road

2823

61654

21.84

... More
Construction of Granular sub-base Grade-V 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, complete Specification Number as per MORTH Rev.V 111,112,401,900).

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-

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Road

96

156160

1626.67

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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 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 401 (Specification Number as per MORTH Rev.V 111,112,406,900).

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-

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Road

2294

4749291

2070.31

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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 as per clause 502 of MORTH Rev.V 111,112,502,900)

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-

-

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Road

9173

747966

81.54

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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.V 111,112,503,900).

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-

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Road

9173

172360

18.79

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Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm 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).

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-

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Road

459

3828785

8341.58

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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 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).

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-

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Road

276

2920792

10582.58

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Carted earth including cost and conveyance an average lead of 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed 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 specifications as per MORT&H Vth rev.304, 305.

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-

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Road

1307

275319

210.65

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Providing R.C.C M-15 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:804)

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-

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Road

2

4394

2197

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Providing R.C.C M-15 grade precast HM stone of standard design as per IRC-26-1967 and fixing in position including painting and printing etc., complete.(as per MORT&H specification No:804)

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-

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Road

10

5746

574.65

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Direction and Place Identification signs - Type - IV Providing and erecting of direction and place identification Retro - Reflectorised sign made out of high intensity Prismatic Grade Sheeting confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection 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 of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)

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-

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Road

1.08

12749

11805

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Providing and erecting single sided double guard metal beam crash barrier system 1.80 m high, compresing of 3 mm thick wall W beams posts and spacer channel shall be made by cold roll forming using HR confirm to IS 5986 Fe-410 / 360 and dip galvanized having Zinc mass of 550 gms / sqm minimum 95mm above road / ground level, foxed on ISMC series channel vertical posts 150 X 75 X 5 mm spaced 2m centre to centre, 312 mm X 83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350 x 350 X 800mm for a length of 750mm below ground. all fixing bolts and nuts hot dip galvanized cinforming to IS : 1367 clause 4.60 all compl ete as per technical specification and as directed by the Engineer - in charge

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-

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Road

105

682500

6500

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Box Culvert Dismantling the existing Plain Cement Concrete in the existing culvert and clearing away from the work site and carefully stacking the use full materials for reuse on road side as directed by the departmental officers including all labour charges and incidental charges etc., complete- under 3m height.

-

-

-

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KM.1/8

326.5

158744

486.2

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Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF BOX CULVERT,CUTOFF WALL AND APRON as per Section 300 of MORT&H Specifications(Fifth Revision).

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-

-

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KM.1/8

297.5

73339

246.52

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Plain Cement Concrete of Grade M15 Nominal mix, using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER Box culvert as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

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-

-

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KM.1/8

47

283869

6039.78

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Vibrated cement concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for APRON. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

42

258391

6152.18

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Vibrated cement concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for CUT OFF WALL. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

58.5

601270

10278.12

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Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT .as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

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-

-

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KM.1/8

473

4930173

10423.2

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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS OVER DECK SLAB. .as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

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-

-

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KM.1/8

94

367189

3906.27

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Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)

-

-

-

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KM.1/8

27

2581450

95609.27

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Supply and fabrication of Fe-240 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)

-

-

-

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KM.1/8

1.75

167316

95609.27

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Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

299

214119

716.12

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Providing and fixing G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

8

19984

2498.1

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Vibrated cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

7.5

46902

6253.6

... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8

15.5

140135

9040.99

... More
Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH wellpacked with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges,etc complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.

-

-

-

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KM.1/8

54

65896

1220.31

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Providing and laying carted earth with an average lead of 3 km including cost and conveyance of carted earth to work site including labour charges for filling in layers as specified by the dept officers including watering and labour charges for compacting, tamming, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc., complete as per specification for berms. 95% PD for Compaction

-

-

-

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KM.1/8

669

223646

334.3

... More
Providing and laying carted earth with an average lead of 3 km including cost and conveyance of carted earth to work site including labour charges for filling in layers as specified by the dept officers including watering and labour charges for compacting, tamming, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc., complete as per specification for berms. 97% PD for Compaction

-

-

-

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KM.1/8

309

111338

360.32

... More
RCC RETAINING WALL Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8 6.00 M Height

292.95

84770

289.37

... More
KM.1/10 6.5. M Height

277.2

80213

289.37

... More
Compacted Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

-

-

-

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KM.1/8 6.00 M Height

13.95

83183

5963

... More
KM.1/10 6.5 M Height

13.2

78711

5963

... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8 6.00 M Height

85.5

785943

9192.32

... More
KM.1/10 6.5. M Height

81.23

747973

9208.1

... More
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RATAININGWALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)

-

-

-

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KM.1/8 6.00 M Height

67.2

11928

177.5

... More
KM.1/10 6.5. M Height

67.2

11928

177.5

... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS Below Ground Level. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8 6.00 M Height

30.51

341500

11193.08

... More
KM.1/10 6.5. M Height

32.82

361963

11028.75

... More
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS Above Ground Level. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

-

-

-

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KM.1/8 6.00 M Height

69.1

895435

12958.55

... More
KM.1/10 6.5. M Height

73.5

903348

12290.45

... More
Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision)

-

-

-

... More
KM.1/8 6.00 M Height

7.25

693167

95609.27

... More
KM.1/10 6.5. M Height

7.1

678825

95609.27

... More
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet OVER RETAINING WALL as per sec.1000,1500,1700,2200,2300 of MORTH specification rev.5

-

-

-

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KM.1/8 6.00 M Height

4.5

50429

11206.56

... More
KM.1/10 6.5. M Height

5.5

57510

10456.38

... More
PCC Retaining Wall Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS. as per sec.111,112,304 of MORTH specification rev.5

-

-

-

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KM.1/6 - 1/10

333

96360

289.37

... More
Vibrated Cement Concrete of grade M20 Nominal Mix 1.1:5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. as per sec.1000,1500,1700,2100,2200 of MORTH specification rev.5

-

-

-

... More
KM.1/6 - 1/10

66.6

409735

6152.18

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Below the sill Level as per sec.1000,1500,1700,2200 of MORTH specification rev.5

-

-

-

... More
KM.1/6 - 1/10

182.2

1284504

7049.97

... More
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG 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 and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Above the sill level as per sec.1000,1500,1700,2200 of MORTH specification rev.5

-

-

-

... More
KM.1/6 - 1/10

177

1507300

8515.82

... More
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS. as per sec.2706 of MORTH specification rev.5

-

-

-

... More
KM.1/6 - 1/10

134.4

23856

177.5

... More
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per sec.1000,1500,1700,2200,2300 of MORTH specification rev.5

-

-

-

... More
KM.1/6 - 1/10

9

100859

11206.56

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

-

-

-

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

1

-

33165193.85

... More
GST 18% for above SubTotal Amount

1

5969734

5969734.89

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

-

39134928

-



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