Local Self Government Department Tender
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Costs
EMD
₹ 21,185Document Cost
₹ 1,870Tender Fee
Refer Documents
Summary
448/24-25/ae/lsgd/ Perumparambu
Description
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Contact
Tender Id
2025_LSGD_733048_19Tender No
01/6/2024-25/AE/LID EW/LPGP/PHASE6Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
16.63
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12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.41
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OD396357/2024-2025:Filling pot holes ( cut and formed to regular shape and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
8.33
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75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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.
1020
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3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
255
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4.9: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. By Mechanical Means with 1 km lead
38.25
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75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
255
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75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
255
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OD396368/2024-2025:Mix seal surfacing manual means Type -A Bitumen S 65 using shredded plastic providing ,laying and rolling of close graded pre mix surfacing materials of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm ( Type-B ) aggregates coated with shredded plastic ( 3% by weight of bitumen ) as per Standard procedure using penetration grade bitumen to required line ,grade and level to serve as a wearing course on a previously prepared base ,including mixing in suitable plant ,laying and rolling with a three wheel 8-10KN static roller and finishing to required level and grades as per Technical Specification Clause 509 By manual means Type A (ii) Bitumen ( S-65 ) Unit = sqm Taking output = 500 sqm
1275
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
6
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