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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.5 LAccepted-AOC CHONAM ROAD REETAURAM KANAM PIN 695717 | 695717 | 1 | Accepted-AOC agreement executed | |
| 2 | Rejected-Technical NO 440 23 24 P V UPS SCHOOL VEELLOOR P O GRAMA PANCHAYATH THRIKKOVILVATTOM KERALA | KOLLAM | KERALA | 689694 | - | Rejected-Technical L1 ACCEPTED |
| Sl No | Description | Qty | Unit | SALIM S L2 | ABHILASH GEORGE L1 |
|---|---|---|---|---|---|
| 1.00SIDEWALL ,ROAD TARRING & BERM CONCRETE & INTERELOCK | |||||
| 1.00 | 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 | 15 | cum | 940 ₹14,100 | 925 ₹13,875 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 31.5 | cum | 441 ₹13,891.5 | 425 ₹13,387.5 Lowest |
| 1.00 | OD20712/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded) | 3 | cum | 8,655 ₹25,965 | 8,650 ₹25,950 Lowest |
| 1.00 | 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) | 27.9 | cum | 8,796 ₹2,45,408.4 | 8,790 ₹2,45,241 Lowest |
| 1.00 | OD20728/2025-2026:Supplying and fixing 40mm dia GI guard pipe | 90 | metre | 872 ₹78,480 | 870 ₹78,300 Lowest |
| 1.01 | OD20727/2025-2026:13.61 Painting with synthetic enamel paint of approved brand and manufacture to give
an even shade:
13.61.1 Two or more coats on new work | 7.54 | sqm | 168 ₹1,266.05 | 165 ₹1,243.44 Lowest |
| 1.01 | 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. | 612.5 | sqm | 16 ₹9,800 Lowest | 16 ₹9,800 Lowest |
| 1.01 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 73.5 | cum | 68.5 ₹5,034.75 | 68 ₹4,998 Lowest |
| 1.01 | 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 | 55.12 | cum | 3,750 ₹2,06,718.75 | 3,700 ₹2,03,962.5 Lowest |
Tender Value
₹12.6 L
EMD Value
₹31,420
Closing Date
18 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
Office of the Assistant Engineer, LSGD SUBDIVISION, MUKHATHALA BLOCK Panchayat
ANNUAL PLAN MBP 2025-26 PROJECT NO 25 PALAMUKKU- KURRISSADI - VAYALIL ROAD IN THRIKKOVILVATTOM IN MUKHATHALA BLOCK-General Civil Work
2025_LSGD_767293_10
01/AE/lLSGD/MBP/2025
Open Tender
Civil Works - Others
Item Rate
120 days
MUKHATHALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,420
Yes
14 Aug 2025
2 Jun 2025
20 Jun 2025
2 Jun 2025
18 Jun 2025
2 Jun 2025
Amount
SIDEWALL ,ROAD TARRING & BERM CONCRETE & INTERELOCK
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
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD20712/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded)
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)
OD20728/2025-2026:Supplying and fixing 40mm dia GI guard pipe
OD20727/2025-2026:13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.61.1 Two or more coats on new work
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.
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
OD20749/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and equalities not exceeding15cm
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)
SALIM S (BID ID -2227129)
Bidder Name
SALIM S
ABHILASH GEORGE
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