Local Self Government Department Tender
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Local Self Government Department - LSGD Tender
Eprocure
Opening Date8 Jan 2021
Closing Date16 Jan 2021
Tender Amount₹ 21,20,465
Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_LSGD_402356_11Bid Award Id
ViewTender No
09/2020-21/EE/LSGD/PTATender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
PRELIMINARY AGREEMENT IN ORIGINAL IN STAMP PAPER OF RS 200/- DULY FILLED AND SIGNED BY THE CONTRACTOR
AFFIDAVIT DULY FILLED AND SIGNED BY THE CONTRACTOR IN NON JUDICIAL STAMP PAPER OF RS 200/- SIGNED AND SEALED BY NOTARY
BOQ Items
4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. br(ii) Using Gravel mix soil.
156.78
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4.9 : Wet Mix Macadam br 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. br By Mechanical Means with 1 km lead
94.56
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75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates br 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
591
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75.5.2.3pb : Tack Coat - With Packed Bitumen Rates br 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
591
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75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Ratesbr 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. br Case - I By Manual Means br (II) Bitumen (S-65)
591
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75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates br 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 br
A. By Manual Means br
Case III : Type C br (II) Bitumen (S-65)
591
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od984823/2020_2021 : Plain/reinforced cement concrete M20 1:2:4 using 20mm b/s in sub structure complete as per drawings and technical specification clauses 802, 804,805,806,807,1202 and 1204 without form work (modified 11.4.3)
17.73
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Appendix-B-Road Concreting
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od774027/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43grade cement or any other type as per clause 1501.2.2M20 (Grade) coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregates not exceeding 25mm,mixed in a concrete mixer of not less than 0.2cu.m. capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork,spreading the concrete, compacted using needle vibrator and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications clause 1501(modified 6.4) with form work.
56.01
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Appendix-C-Side Protection wall
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2.7.D : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(D)Dry Rubble Masonry
18.59
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11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures 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.I.Ordinary soil(i)Upto 3 m depth
45.5
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od864752/2020_2021 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quantity for 300m3
18.2
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od774152/2020_2021 : D.R.Masonry -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
163.93
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od864764/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 702,704,1202 & 1203(deparmental stone)
12.47
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10.11 : Boundary PillarReinforced 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
37
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11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.63
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od774252/2020_2021 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Formwork (modified 11.4.3)
10.68
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od864370/2020_2021 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
70
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10.5 : Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
22.2
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od864369/2020_2021 : Supplying and fixing good quality granite name board with an area of 0.50 m2 engraving letters as per direction of Engineer-in-charge
1
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