Nava Raipur Atal Nagar Vikas Pradhikaran Tender

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Nava Raipur Atal Nagar Vikas Pradhikaran Tender

Civil And Construction

Road Construction

Raipur, Chhattisgarh

Opening Date28 May 2023

Closing Date9 Jun 2023

Tender Amount₹ 12,64,50,944

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Costs

EMD
₹ 13,66,000
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Description

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Tender Id
135970
Bid Award Id
View
Tender No
135970
Tender Authority
Nava Raipur Atal Nagar Vikas Pradhikaran View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

BOQ-1108.5 kB327227060327219510...3272270603272195108_135970_05 BOQ.xlsx

Document-514.4 MB370193798063374455...370193798063374455_135970_01 NRANVP-F-1.pdf

Document-41.8 MB802649785950386168...8026497859503861686_70416_03 NRANVP-GCC2011 - e Modified R3.pdf

Document-3543.3 kB357587718437568002...3575877184375680020_70416_04 Guidelines_To_Bidders_EPS_v1.pdf

Document-2170.6 kB206154008588423975...2061540085884239758_112017_02 Affidavit.pdf

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BOQ Items

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With vibratory roller

Quantity292.5

Rate85117

Amount 291

Construction of granular sub-base by providing close graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.

Quantity453.75

Rate645686

Amount 1423

Plant mix method for grading- I Material

Quantity-

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Amount -

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per drawing and Technical Specifications Clause 406.

Quantity453.75

Rate650677

Amount 1434

Prime coat: (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means)

Quantity4765

Rate304960

Amount 64

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503 of section 500.

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Amount -

Normal bituminous surface @ 0.25 kg / Sqm

Quantity4765

Rate71475

Amount 15

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 40-60 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.)

Quantity-

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for Grading-II (19 mm nominal size bitumen content 4.5%)

Quantity90.75

Rate739431

Amount 8148

Bituminous Concrete: (Providing and laying bituminous concrete with 40-60 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)

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Amount -

With sensor paver finisher

Quantity-

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Amount -

for Grading-II (13 mm nominal size) with bitumen 6.0 %

Quantity172.6

Rate1741879

Amount 10092

Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510)

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Amount -

Mechanical method using Bitumen and minimum 40-60 TPH capacity hot mix plant. With mechanical paver finisher.

Quantity450

Rate54900

Amount 122

Seal Coat (Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511)

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Amount -

Type-„A‟ (Providing and laying liquid seal coat comprising of an application of a layer of binder followed by a cover of stone chips of 6.7mm size)

Quantity450

Rate27900

Amount 62

Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.

Quantity-

Rate-

Amount -

60mm thick Polymer coated coloured precast interlock concrete blocks

Quantity125

Rate80875

Amount 647

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 75 mm thick cement concrete base with PCC grade M-15, over laid with precast cement concrete tiles 25mm thick fixed in 20mm thick cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel excluding cost of GSB.) as per clause 410

Quantity62.5

Rate104187

Amount 1667

Painting on Concrete Surfaces

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Amount -

Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Quantity12.5

Rate775

Amount 62

One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces)

Quantity70400

Rate3379200

Amount 48

Hire charges for machineries : (only working hours to be paid and idle hours not to be paid)

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Amount -

Tractor with trolley

Quantity19.5

Rate5898

Amount 300

Crane for lifting 80 T capacity

Quantity16

Rate15936

Amount 996

Hydraulic excavator of 1.0 Cum bucke

Quantity26

Rate26364

Amount 1014

Tipper

Quantity40

Rate20000

Amount 500

Truck

Quantity49

Rate14210

Amount 290

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

Quantity35500

Rate25098500

Amount 707

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

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Amount -

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Quantity180

Rate733140

Amount 4073

Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

Quantity-

Rate-

Amount -

M-20 Grade

Quantity60

Rate253860

Amount 4231

M-30 Grade

Quantity60

Rate261720

Amount 4362

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in PCC M20 grade on PCC M10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

Quantity50

Rate10350

Amount 207

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per clause 2503.

Quantity225

Rate542925

Amount 2413

Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504.

Quantity135

Rate325755

Amount 2413

Retro- reflectrorized Traffic signs (Providing and fixing of retro reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing

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INFOMATORY / GUIDE SIGNS

Quantity-

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Amount -

Facility Information Signs (REC 600 x 800)

Quantity25

Rate163325

Amount 6533

Route Marker Sign (REC 450 x 600)

Quantity15

Rate64905

Amount 4327

Village boards (REC 600 x 600)

Quantity20

Rate105440

Amount 5272

Destination boards (REC 600 x 800)

Quantity25

Rate163325

Amount 6533

Providing and erecting direction and place identification retro-reflectorised sign (1200 x 1000) made of as per IRC: 67-2012 and Type VIII fixed over 4 mm thk with 0.5 mm aluminium skin thickness on both side, ACM (Aluminum Composite Material) sheet, supported with back support frame of 35 X 35 X 5 mm mild steel angle and supported on 2 nos 65 NB medium class MS pipe, structure will be hot dip galvanized as per BS EN : ISO 1461, firmly fixed to the ground by means of properly designed foundation with M-20 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings/ direction of Engineer-In-charge. An authorisation letter from the Retro Reflective Sheet Manufacturer and 7 Years outdoor weather exposure certificate (as per IRC 67-2012) for Retro Reflective sheeting from the original sheeting manufacturer is to be produced during the bid.

Quantity10

Rate124260

Amount 12426

Providing and laying 8 mm thick microsurfacing layer as wearing course in single layer using crushed aggregates @ 12.0 Kg/Sqm manufactured Sand (Crushed stone dust with coarse aggregates as per required grading) with specific size as per table-3 of IRC:SP:81-2008 using Modified Cationic Bitumen @13% by weight of aggregates as per Table-8 of IRC:SP:81-2008, Break Control Additive @2% by weight of aggregate, purified water with pH 6-7 @ 12% by weight of aggregate & mineral filler @ 2.0% by weight of aggregate using specialized microsurfacing Paver finisher and other materials, machinery etc complete as per clause 514).

Quantity420000

Rate90300000

Amount 215

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