Local Self Government Department Tender
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Costs
EMD
₹ 15,874Document Cost
₹ 1,405Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_719089_9Tender No
02/2024-25/AE/LIDEW/PKD/ PHASE-IITender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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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.
420
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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
420
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75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
420
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OD263449/2024-2025:Construction of subgrade and earthen shoulder with approved material obtaines from borrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1
10.08
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OD263422/2024-2025:Supply and fixing of advance direction/flag type direction/place identification/street name signboard having size 90x60 cm (area .54m2), made of retro reflective sheeting conforming to type XI standard of ASTM D 4956-09 & as per IRC 67 2012 SPECIFICATION fixed over 2mm thick aluminum sheet and back support frame of 40 x 40 x 6 mm supported on GI pipe 40 mm dia poles 2 M (one poles) fixed on the ground by means of properly designed foundation earth work excavation of 30cm x30 cm 60 cm, c c 1:2:4 0f 30cmx 30cm x60cm size including painting all non reflective faces with epoxy paint 2 coats over epoxy primer, writing lettering, figures ,arrows, complete as per design , 10 years pre- qualification warranty for type XI retro reflective sheeting from the sheeting manufacturer & certified.
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Side Protection wall
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11.1.1.1:Excavation for Structures <br> Earthwork 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
10.56
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75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
37.11
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75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
0.9
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