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₹ 2,36,40,000 
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, (Specification Number as per MORTH Rev.V 111,112,502,900)

5295

478509

90.37

... More
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., (Specification Number as per MORTH Rev.V 111,112,503,900).

5295

96316

18.19

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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. (Specification Number as per MORTH Rev.V 111,112,504,900).

265

2153782

8127.48

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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., (Specification Number as per MORTH Rev.V 111,112,507,900).

159

1662559

10456.35

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Carted earth including cost and conveyance an average lead 5 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 specification as per MORTH Vth Rev., 304 & 305

933

260708

279.43

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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)

5

1280

256

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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).

1

906

906

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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 0.90 sqm) TYPE -IV

2.16

25498

11805

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Reconstruction of Minor Bridge of 3 Spans of 5.42 c/c at Km 1/2: Earthwork excavation in all classes of soils, except rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, Including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary .etc., complete, as per relevant standard specifation, for DRESSING THE BED UP TO SILL LEVEL as per Sec 300,304 of MORTH Sepctification Rev.5

232.8

26085

112.05

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Earthwork excavation in Soft rock / 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 ABUTMENTS, PIERS AND WINGS. as per section 300,304 of MORT&H Specifications (Fifth Revision)

152.2

125717

826

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Filling the trenches around footing with Cement concrete of Grade M15 nominal mix using 40mm ISS size HBG graded metal upto the top of rock (Sill) for Foundation as per Cl.707.46 of IRC 78:2014 & Section 2100 of MORTH Specification Rev.5

1.2

8816

7346.92

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Plain Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS 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 LEVELLING COURSE UNDER FOOTINGS as per section 1000,1500,1700 of MORT&H Specifications (Fifth Revision)

14.8

108734

7346.92

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Providing Fe500 grade of 25mm dia. Dowelbars, including cost of conveyance of all materials to worksite , drilling 40mm holes in rock and grouting the same with cement mortar 1:2 after placing the 25mm dia. Dowel bars etc., complete in footing as per sec 1600 of MORTH Rev.5

46

23332

507.23

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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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL. as per section 1000,1500,1700 of MORT&H Specifications (Fifth Revision)

108

952394

8818.47

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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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)

110.4

1218209

11034.51

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Vibrated Reinforced Cement Concrete of grade M30 design mix 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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS. as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)

7.1

86908

12240.66

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Providing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Appendix-6 of IRC: 78-2014 & Section 2706 of MORT&(H) Specifications (Fifth Revision).

60

10650

177.5

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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

26.2

2620

100

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Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS 20mm 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 DECK SLAB, KERB & SAFETY KERB as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).

74.4

1218384

16376.13

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Providing filter media behind the abutments and returns with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., complete as per Cl. 710.1.4 & Appendix 6 of IRC: 78-2014.

47.8

80625

1686.72

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Filling behind Abutments and Returns with stone dust including cost and conveyance of gravel 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 as per Cl. 710.1.4 & Appendix 6 of IRC: 78-2014.

76.4

48979

641.09

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Providing and fixing PVC EXPANSION JOINT of 20mm thickness with approved type of PVC water stopper of 300mm width, in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete. as per (1200 of MORTH Rev.5)

39.8

23641

594

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Supply and fabrication of Fe-500 steel required for all RCC items involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 Section 1009.3, 1600 of MORT&H Specifications (Fifth Revision).

8.8

940968

106928.27

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Supply and fabrication of Fe-240 mild steel Grade I required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening. cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 Section 1009.3, 1600 of MORT&H Specifications (Fifth Revision).

1.3

139006

106928.27

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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 and cement at site, including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying, and curing concrete, working in heights and hire charges for tools and plants, and all other incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB, as per section 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision).

12.1

93044

7689.62

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Vibrated reinforced cement concrete M30 Design Mix using ISS 20mm HBG graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision).

18.3

200174

10938.51

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Vibrated cement Concrete M30 Design Mix using ISS 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., complete for WEARING COAT of 75mm uniform thickness over deck slab and approach slab as per section 2702.2 of MORT&H Specifications (Fifth Revision).

173.6

147881

851.85

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Vibrated Reinforced Cement Concrete M40 (Design Mix), using 20mm ISS HBG 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 CRASH BARRIERS OVER DECK SLAB as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision) Over Deck Slab

9.5

193352

20352.87

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Vibrated Cement Concrete M15 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel 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 as per standard specification for PCC PARAPET OVER WINGS as per section 1500, 1700 of MORT&H Specifications (Fifth Revision)

6.1

85158

13960.38

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Providing and fixing of G.I. drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete as per section 2705 of MORT&H Specifications (Fifth Revision)

6

13626

2271

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Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in Safety kerb.MORTH NO.2706

93

39032

419.7

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Construction of embankment with approved material of CBR 8 with all lead and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 95% compaction with a lead of 5 km for Diversion road.

216.6

90402

417.37

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Construction of sub grade and earthern shoulders with approved materials obtained from areas shown in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H specification 97% Compaction with a lead of 5 km for Diversion road.

227.7

98678

433.37

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Construction of Granular sub - base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 for Diversion Road complete (Specification Number as per MORTH Rev.V 111,112,401,900).

33.8

55231

1634.08

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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 for Diversion Road. complete (Specification Number as per MORTH Rev.V 111,112,406,900).

33.8

62950

1862.43

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Supply Hoisting and Fixing of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Diverison road. as per sec 2900 of MORTH Rev.5

30

123900

4130

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PCC Retaining Wall at Km 0/8: Earthwork excavation in all classes of soil except hard rock 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 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.

368

115456

313.74

... More
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm 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 mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.2100

74

557266

7530.63

... More
Vibrated Cement concrete of grade M20 Nominal mix using 40mm 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 mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

210

1819671

8665.1

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Vibrated Cement concrete of grade M20 Nominal mix using 40mm 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 mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.

225

2216549

9851.33

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Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2706 of MORT&H Vth rev.

45

7987

177.5

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Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev

16

224922

14057.63

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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

-

20033899.26

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GST 18% for above SubTotal Amount

1

3606101

3606101.87

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Total in Figures (SubTotal + GST)

-

23640001

-



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