Local Self Government Department Tender
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Costs
EMD
₹ 12,761Document Cost
₹ 1,130Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_719414_6Tender No
03/2024-25/AE/LIDEW/KLDYTender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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75.5.1.1pb: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
252
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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.
252
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
864
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OD280876/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 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 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 By Manual Means:- Type A (II) Bitumen (S-65) Header Details Unit = sqm Taking output = 500 sqm
1116
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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.07
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OD288191/2024-2025:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1
8.66
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OD287867/2024-2025:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
37.5
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6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method<br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
3.75
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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)
6.55
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11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
0.68
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Name board
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OD280877/2024-2025:Providing name board of average size 90 cm x 60 cm fixing with 50 mm GI Pipe post including bottom concreting painting lettering etc complete-as detailed below. Earthwork excavation in all class of soil , PCC 1:4:8 10 cm thick, bottom pedestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI Pipe as main post of average length 145 cm,support strut with 25 mm GI Pipe 2 Nos 50 cm, 1 mm thick MS Sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS Gusset plate at junctions ,over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
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