Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Raigarh, Chhattisgarh

Opening Date25 Sep 2019

Closing Date16 Oct 2019

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Costs

EMD
₹ 7,85,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
56615
Bid Award Id
View
Tender No
56615
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.5 MB894643151786031845...8946431517860318459_56615_Tender Document NIT 454 Renewal1.pdf

BOQ-133.6 kB665318512602452848...665318512602452848_56615_Combine BOQ Baramkela Package N.xlsx

Document-1138.9 kB792973281596413591...7929732815964135911_52344_Guidelines to Bidders.pdf

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BOQ Items

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

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Amount 37

(ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

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Amount 20

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2

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Amount 265

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906.

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Amount 212

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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Amount 43

Maintenance of Culvert Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

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Amount 925

Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908

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Amount 1979

White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

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Amount 17

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

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Amount 517

Providing and fixing 'Citizen Information Board' of PMGSY Project Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back

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Amount 14015

Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

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Amount 6626

Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board

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Amount 4729

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

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5 km Stone

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Amount 3700

Ordinary Kilometer Stone (Precast)

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Amount 2194

200 m stone (precast)

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Amount 463

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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

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Amount 1478

Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Bitumen (VG-30)

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Amount 122

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Amount 13

Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30)

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Amount 140

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (ii) Bitumen (VG-30)

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Amount 55

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

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Amount 13749

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Bitumen (VG-30)

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Amount 9091

Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil

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Amount 253

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

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Above 600 mm to 900 mm dia

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Amount 141

Cement Concrete

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Amount 317

Bedding for Causeway/Pipes

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Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

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Amount 956

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

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Amount 5177

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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Granular material Total Excavation for Structure - Total concrete work

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Amount 654

Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 Sand filling

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Amount 911

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 (Nominal mix 1:3:6)

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Amount 3648

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15(Nominal mix (1:2.5:5)

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Amount 3731

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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Granular material

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Total Excavation for Structure - Total concrete work

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Amount 654

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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Amount 276

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

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Amount 1022

Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912

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Painting two coats with synthetic enamel paint

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Amount 266

Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade

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Amount 532

Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material

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Amount 32

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Maintenance of road for 1st Year after Construction

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Amount 23554.61

Maintenance of road for 2nd Year after Construction

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Amount 47427.22

Maintenance of road for 3rd Year after Construction

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Amount 58381.61

Maintenance of road for 4th Year after Construction

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Amount 69021

Maintenance of road for 5th Year after Construction

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Amount 79815.33

Total Cost of Maintenance for 5 Year

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Grand Total for Renewal & 5Year Maintenance

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Say in Lakh

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Sub Engineer

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PIU No.1, CGRRDA

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Raigarh (C.G.)

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