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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹16.9 L
EMD Value
₹42,400
Closing Date
27 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Deputy Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
490- SOORANAD NORTH GP- THEKKEMURY HS JUNCTION- MARTHOMA PALLY ROAD
2025_LSGD_783543_22
03/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
KOLLAM DP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹42,400
Yes
15 Oct 2025
8 Aug 2025
29 Aug 2025
8 Aug 2025
27 Aug 2025
8 Aug 2025
Amount
Road maintanance
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.
OD153848/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing damaged concrete pavement Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing 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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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
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
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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
OD99612/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and in- equalities noot exceeding 15cm deep and disposal of rubbish,lead up to 50m and ift to 1.5m.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
ANSHAD B (BID ID -2311041)
DANIKUTTY (BID ID -2312112)
Bidder Name
SABU B
DANIKUTTY
ANSHAD B
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1286600.pdf
boq_comp_chart.xlsx
xlsx
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