Local Self Government Department Tender

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Local Self Government Department - LSGD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Nov 2024
Closing Soon4 Dec 2024
Tender Amount₹ 4,78,980 
Notes
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Costs

Summary

Elappully Grama Panchayath 2024-25 Kappadathkalam Road Maintenance(344/24)

Description

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BOQ Items

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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

53.55

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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

510

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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.

510

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OD306437/2023-2024:Mix Seal Surfacing -Manual means -Type A-Bitumen S-65 using Shredded plaastic Providing ,laying and rolling of close -graded premix surfacing material of 20 mm thickness composed of 11.2mm 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 - 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)

510

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3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained 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 1000 m as per Technical Specification Clause 303.1.

12.75

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Road

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3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

112.5

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name board

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OD99921/2023-2024:Supplying and providing GI name board with all conveyance labour and higher charges etc complete using GI tube of size 80x40x1.4mm post,40x20x1.4mm outer frame, 0.6mm thick iron sheet of size90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4

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