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₹ 3,21,93,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 MORT&H Rev.V 111,112,502,900)

11533

939016

81.42

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

11533

216243

18.75

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)

577

5251796

9101.9

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Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP (Specification Number as per MORT&H Rev.V 111,112,507,900)

346

3904073

11283.45

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Carted earth including cost and conveyance an average lead of 5km 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., sec.304 &305

2839

675682

238

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Providing RCC M15 Grade Precast HM stone of standard design as per IRC 26:1967 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)

12

6895

574.65

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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 Lettering ect., complete (as per MORTH SPECIFICATION No.805)

3

6591

2197

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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 confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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 coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. 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 0.9sq.m) Type-IV

1.08

12749

11805

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SUB ESTIMATE Dismantling the existing plain cement concrete in the existing damaged culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

14.5

7049

486.2

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

20

9724

486.2

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Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing 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 BOx Culvert (Specification No.111,112,304.)

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

148.5

36608

246.52

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

102.5

25268

246.52

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Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 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 etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

7.5

52216

6962.26

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

5

34765

6953.05

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Vibrated Reinforced Cement concrete in M25 grade (design mix) using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

56.5

706660

12507.27

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

32

414939

12966.86

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Supply and fabrication of 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 per MORTH Rev. V specifications No.1600.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

3.45

329851

95609.27

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

2.1

200779

95609.27

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Supply and fabrication of steel grade Fe-240 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 per MORTH Rev. V specifications No.1600.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

0.18

17209

95609.27

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

0.09

8604

95609.27

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Vibrated Reinforced cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

33.3

26385

792.36

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

17.5

13854

791.66

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Vibrated Cement Concrete M20 grade (Nominal mix) 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 all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

51.5

445901

8658.28

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

40

351199

8779.98

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Vibrated Cement Concrete M20 grade (Nominal mix) 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 all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300

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-

-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

2.5

29105

11642.26

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

1.5

17974

11983.06

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Providing and laying of filter media with granular materials /stone crushed aggregates satisfiying the requirements laid douwn in clusae 2504.2.2 of MORTH specification to a thichness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification MORTH as per caluse 710.1.4 and Appendix IRC 78- 2014.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

23.5

46071

1960.5

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

19.5

38096

1953.68

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Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MOR&H Vth specification No.2706

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

10

1775

177.5

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

6.5

1153

177.5

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Carted earth with lead of 5 km including cost of 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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of diversion road.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

218

51884

238

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

114

27132

238

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Construction of Granular Sub-Base Grade V of 200mm 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 MORT&H Rev.V 111,112,401,900) for Diversion road.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

38

108157

2846.24

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Single cell Box culvert (2x2) @ Km 2/6 (Reconstruction)

22.5

64040

2846.24

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900) for Diversion road.

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-

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Two cell Box culvert (2x2) @ Km 2/0 (Reconstruction)

38

107943

2840.61

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

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-

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Sub Total Amount for above all items (excluding GST)

1

-

27281933.72

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GST 18% for above SubTotal Amount

1

4910748

4910748.07

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Total in Figures (SubTotal + GST)

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32192681

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