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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
₹63.6 L
EMD Value
₹50,000
Closing Date
8 Jan 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
BUDGET RE3- Construction of 1. Thazhsathil - Muthiravila - PolachiraEla road at Ozhukkupara Ward 2. Milma Junction- Chirakkara kshethram - Kulangara Junction road at Chirakkara GP
2025_LSGD_814718_73
08/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
26 Dec 2025
26 Dec 2025
12 Jan 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
Thazhathil Muthiravila polachira ela road
OD165038/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities and not exceeding 15 cm deep and disposal of rubbish lead up to 50m lift upto 1.5 m
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)
OD173624/2025-2026:Filling with contractor own earth (excluding rock ) in open areas in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m as per direction of site engineer in charge.
OD173532/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 450 mm dia R.C.C. pipe
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD165184/2025-2026:DRY RUBBLE MASONRY with hard 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.
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)
OD165679/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications PCC grade M10 nominal mix 1 :3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD173543/2025-2026:(OD JP KLM) Supplying and fixing name bord of size 75*60 cm installed in appropriate place visible to thepublic made of brick wall with granite plaque should be inserted and engraving letters etc complete as per direction of dept.officers at site
Chirakkara kshethram - Kulangara Junction road
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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.
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)
OD165691/2025-2026:Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164,on bituminous surface in white/yellow shade,including cleaning the surface of all dirt,,scales oil,grease and foreign material etc complete. New work(two or more coats)
OD165693/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities and not exceeding 15 cm deep and disposal of rubbish lead up to 50m lift upto 1.5 m
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)
OD165690/2025-2026:(OD JP KLM) Supplying and fixing name bord of size 75*60 cm installed in appropriate place visible to thepublic made of brick wall with granite plaque should be inserted and engraving letters etc complete as per direction of dept.officers at site
Milma Junction Ayiravally temple road
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means Type A (II) Bitumen (S-65)
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)
OD173783/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities and not exceeding 15 cm deep and disposal of rubbish lead up to 50m lift upto 1.5 m
OD174128/2025-2026:Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164,on bituminous surface in white/yellow shade,including cleaning the surface of all dirt,,scales oil,grease and foreign material etc complete. New work(two or more coats)
OD173597/2025-2026:(OD JP KLM) Supplying and fixing name bord of size 75*60 cm installed in appropriate place visible to thepublic made of brick wall with granite plaque should be inserted and engraving letters etc complete as per direction of dept.officers at site
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